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HomeMy WebLinkAbout3119 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 Flr 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 Bifold Door FTG or Ftg. Footing READ or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter 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 CIg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Coff. Coffered or Tray Ceiling INSUL or Insul. Insulation SO or Sq. Square COL or Col. Column INT or Int. Interior STO Storage COMM or Comm. Community KIWALL or K/Wall Kneewall SW or S.W. Shear Wall COMP or Comp. Compressor KS or K.S. Knee Space SYP or S.Y.P. Southern Yellow Pine CONN or CONN. Connection LAUN or Laun. Laundry TB Towel Bar CONT or Cont. Continuous LAV or Lay. Lavatory TEMP or Temp. Tempered CT or C.T. Ceramic Tile LF or L.F. Linear Ft. THIKN or Thik'n. Thicken D or D. Dryer LL Lintel Length TOB or T.O. B. Top of Block DB Door Bell LT Laundry Tub TOM or T.O.M. Top of Masonry DBL or Dbl. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cementitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist. Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam UNO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail MW or MICRO or Micro. Microwave VB Vanity Base DV or D.V. Dryer Vent NTS or N.T.S. Not to Scale VERT or Vert. Vertical DVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owner's Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR or VTE Vent through Roof / Exterior EA or Ea. Each OPT or Opt. Optional W or w Washer ELEC or Elec. Electrical PC Pull Chain W/ or w/ With ELEV or Elev. Elevation PED or Ped. Pedestal WA or WA. 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 Pft. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Plt. Ht. Plate Height WM or W.M. Wall Mounted (plumbing fixture) FG Fiberglass (Shower Pan) PSF Pounds per square foot WP Water Proof(ing) FIN Finished PT or P.T. Pressure Treated WS Water Softener FIN FLR or FF or Fin. Fir. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.0 NEW BASE PLAN 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. 08-27-19 4.1 ENG. REVIEW FOR 150-C MPH 09-20-19 4.2 ADD 8'-8" ELEV. FOR TREVESTA MININININI NINE ALL WORK SHALL CQ�JPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZIPHYRNUS ORDINANCAS C TM�EDp ZEpHVRHI PLANEXAMINER LM IF= 11 +J 11 +J JX I ism 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN MONO 7 ROOF FRAMING PLAN 8 LINTEL PLAN AND DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID CODE REFERENCES ARE SUMMARIES OF CODE SECTIONS. SEE FBCR (CURRENT VERSION) FOR COMPLETE CODE INFORMATION. Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Control of Construction Site: The Designer/Architect and engineer of record (EOR) have no control over the construction site and shall not be responsible in any manner for control of the construction site including, but not limited to, scheduling and sequencing of work, jobsite safety, and ventilation of the building and thereby shall not be responsible for the indoor air quality, or the effects thereof, for any reason whatsoever. The Designer/Architect and FOR has no duty to protect, without limitation, the residence, construction site, materials, or equipment, from moisture, mold, fungus, fire, theft, vandalism, trespass, or any other peril or condition, at any time, expressly including, but not limited to, the period of time before construction, during the construction of the project, or after construction and the Designer/Architect and FOR has no duty to take any action or preventive measures to protect such property against any such peril at any time for any reason. �O WN NS E ••••' �� car � — . .w U , Q • OQ, .•'' V1'- �v �lffltllliltl� \ To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W F cE o eC0 F S Z;LL V CON W 41 c-4 C S � ul 5�-� LL LL a a -5 pl M Lu y aItu Y ZV °' 0 '0 W �4)8 it00 mom 2 W '—f• ILaMZ ETrn J o � "..N 5 2 N O0 Z ❑❑❑❑ W z z a a M z � U 4--J t'CS N w O r.,-r V) U m o W M M zo o�zQ ,� a E �� fo o00 O o a0 = � w= o m0 � U N o o LL Z Z Q) (ii � J Jm • Q W �z y CL Z m w W H � W 2I� 0 U dN.' J ui L t6 \/ C) •_ C Q7 N Q N O a C/�� W m T� Z Oo T- C)t E E N 0 E p y T v, m ` m a E v Q o JOB NO: 20-0558 SCALE : AS NOTED SHEET NO. C S 3 v m rn z N rn 0 J 0 i m a_ a :r 0 47, O 1 N 3 a N N E O 0 C LZ 0 E cil Si CL i U a CL I Y i 0 ti N N n c 0 a N N io- 3. O A O H.B.3 EGRESS EGRESH SS �11111111111111=1111C]��1111111=11111111111111=11111111111111=IIIIIIIIIIIIIIIIC3��,1=1111111111�1111111=11111111111111111=I��C]1111111::11111111111111111=IIIIi1111111111=i11111111111111 STORY - _ a All .. - _- - 1■■■1■■�►,.■� a ■�■■�I r z ■ 11 Ir■■■ENI'�■ : ■_�WAI � - CAFE • - .CARPETa• I� ■ !>^-- r •' I • .. 506814068,B.F. II II BEDROOM .. - ■ �►/ ■ ���I� , BED�ff CA PET..� II II cow u I� o11■■■■■■■�--mi 9 � i ■■■■■■i■■■1 MEMNON1■N �� za 11■■■■I■■t A � ]1111111111�1C]IIIIIIIIIIIIC]IIIIIIIIIII © 0 - • !1 STORY:= - FAMILY - CARPET Ak .1 CD !!■�fi���1��fI ■ I- 1 ll �IIIIIIIIIf�11C7 m ® i NOTE: FINISHED WALLS TO BE FLUSH. VERIFY IN . - _ II■1r:■16T 1�■11�■1�■■�� ■�■■�«....���■■■ ,, I --- NJ 0 ow _ ©. .: ■ rle► EDGE OF SLAB 2" BEYOND WALL 0 !`■►%a\III .V k, n1 F SOM , ��■' ® -- ■II HANSON DRYER VENT THRU ROOF 1■■I■j 1//■I■ �15�■■��I■� (DW© © mo •■■■■■■�■I2 CARPET IJ■■■�Y CAR GARAGE BUILDERT= . -.. APPLIANCE PROTECTION WHENREQUIRED(nO 04 PER FBC �24�OPENING ■ :11 IIC]IIIIIIIIIIIIIIIC]��IIIIIIIIIIIIIIIIIC]IIIIIIIIIIIIIIIIC]IIIi1111111111111C]IIIi111111111111C]1111111111111111C]IIIi111111111111C]IIIIII��I�IIIII::IIIIIIIIIIIIIIIIIIIL! 55'-10" H.134 HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 112" 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 71/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required " VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED " SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 j S.H. 13 20X38j 18}X37j S.H. 14 20 X 501 18 J X 50 S.H. 15 20X63 18JX62} S.H. 16 20X72 18jX71j S.H. 1 H2 27 1/4 X 26 26 X 25 4 S.H. 1 H3 27 1/4 X 38 26 x 37 S.H. 1 H4 27 } X 501 26 x 50 S.H. 1 H5 27 J X 63 26 X 62 1/2 S.H. 1 H6 27 j X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 j X 38 j 36 } X 37 3/4 S.H. 24 37 } X 50 1 36 } X 50 S.H. 25 37 j X 63 36 j 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 j S.H. 33 54 X 38 J 52 J X 37 i S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 } X 62 j S.H. 36 54 X 72 52 } X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. aTIE WALLS TOGETHER BY ROTATING BLOCKS EVERY OTHER COURSE General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. 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 fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AO +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 / -28.0 OF +26.6 / -32.2 O SEE SN SHEET O SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND [01111111111111MASONRY TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B1" (TRB) 1 ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 FLOOR PLAN E L E V- B 1 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-1KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) 1/ SCALE: J4 �= 1 r-0" GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED •���t��+�l1EiEEt�'IENII�/�j� ROFEWO /ntttm�u� `\ 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. ■ N C a E8 Co m � ■ �U LLCIO LL a 0. IL 4 C uJ W o > Y Z 0W ° zm g� �`• m O o "CN ' Z1N IL A NaNMZO 50 Z U ❑❑❑❑ W z A tJ'1 z �c L W H N c = z C) 0 c `Z O Cl) z E Zi] s YQj ?® Q E (O X� U 0 U � O E N a-0 _ �<W 2. z J 3 ob �w Q sW �0 3 $ U az �LL CD CID ilia o= � .S` N = J ca `° O ^L `W ./ 0) N .-. s (0 m R It T d" Z NN 0) r � T a) T � N ui M j O M ` T o Z Z E o N C C a U J Q cc 0 1 3 JOB NO: 20-0558 SCALE : AS NOTED SHEET NO. 1 VARIES, 2" LESS THAN CABINETS BELOW MIRROR VARIES / w Q MEDICINE CABINET 00 ILL ILL M M coM KITCHEN ISLAND 24" TOWEL BAR ON WALL ABOVE TOILET I TOILET PAPER HOLDER CV FIN. FLR. KITCHEN 4 M O N 4 OPT. REF. OWNER'S BATH NOTE: THIS DIAGRAM DEPICTS TYPICAL INSTALLATION GUIDELINES TO BE FOLLOWED U.N.O. ON PLANS SHWR. CURTAIN ROD TOWEL BAR ON BATHROOM WALL Co O LO SHWR. HEAD DOUBLE RODS Z a SINGLE TOWEL BAR IN ROD TUB OR SHWR. w a SHWR. o VALVES 0 00 = SOAP d J U - o0 , DISH LID o 1 o d. co M O TUB KITCHEN MIRROR N t- co 0 co ZZ L] OWNER'S BATH BATH 2 T 60 INTERIOR ELEVATIONS. 42" H UPPER CABINETS 36" H UPPER CABINETS -- 16" FOR LINEN 30" H UPPER I le 12" FOR PANTRY CABINETS OVERHANGS THAT EXCEED 12" MAY REQUIRE A SUPPORT BRACKET 36" H BASE 0 FINISHED CABINETS - o COUNTER TOP --, 30" H BASE 0 00 LL LO a CO 0 2x a U? °0 FRAMING r 1 1 r ZY) zo 1 /2" GYP BOARD — FIN. FLR. _ _ CABINETS - 1'-2" T1c� O o CV N C14 FIN. FLR. _ BATHROOMS, SHOWERS AND TUBS CLOSETS / LAUNDRY SHELVING ISLAND COUNTER CABINET BLOCKING BLOCKING AND MOUNTING DETAILS SCALE: 1/2"=1'-0" 1 !`\,,\\\offfit W Q'' ; •NS � N � U r p ''RO F E S 5� f��ttlllflll\\ 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. f» I'- g `IPim d N o �8fit = O Wv O O O S J LL M * Y� , J # W W a �- .� aL LL a a LL M W y o tL W C _ LL 0- IL0 ; be 0.° WO 1 W 3 _� ce d 0, m G -Cc o NRMZ U f' J Z V ❑❑❑❑ W (_D 2 ;: a Z N Z Z v CL N z 0 LU Awl M W Cl) o zM i Q 1, aE i o Zo N � �~ o °dam &a a tt� m N C m� 0 iLL ono g� aw z W a �W o �� a a �IS � 0% ¢ ZI< U CN = J L 1° c O .� 0) -C) N .-. Q U o o -p m � � %ft-00 s Z N e— O) T p) 0 T ai � M N o Z E O H c6 c m a E tJ v aj c c JOB NO: 20-0558 SCALE : AS NOTED SHEET NO. 2 12 5L,­-_�j 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS MININ10101 INS INININININ11 IIN71 14'-0" RIDGE VENT 12 5� 8"x8" SMOOTH TEXTURES CORBELS 12 12 �5 1" x SMOOTH TEXTURED FREEZE BAND HEEL ------------- 12 5� — T.O.M. — — HDR HGT. 0o n TEXTURED CEMENTICIOUS o� FINISH ON C.M.U. zo 1 (TYP. ) I F.FL. +3" SMOOTH TEXTURED BAND FRONT ELEVATION - 131 12 ;�5 T-0" RIDGE VENT SCALE: 1 /4"=V-0" 12 �5 F ---------- " -------- — —--------------------------------------------------------------------------------------------------------------- —1'-0-------- 2'-0" TEXTURED 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS /— 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. — — - HDR HGT. CEMENTICIOUS TEXTURED FINISH ON C.M.U. CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP.) ----F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - 131 SCALE: 1 /4"=1'-0" N General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ""G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES"* ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame wails. • 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. i. 0�1tti�4E€it{ir'FfE! � ' WN SE -� •V �U1 � S Q O F E S 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 seat is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. In O co N LL Lo 0) MO N N LLU. 1, _J V LL C� Q cli CLJ aCn W 4 a a wa o Z a� 0zo 'gam o�~� W t0a) mmof[a] i Earn Z ILL _jj o N�MZ `� O UV— Z � ° L ❑0O0 W z a 8 N z •u � O W JAIL to c m L Li �Q o chi m M. J �Eo� if � ap o U W p Z o E N � � C ZZ Oy UU mo OLL Z Z J W OV NNW a O W a� U 3 as �� x� rg cot2 �l il�d 6 3 °N = ` J m rn m C9 ^' \W .= C a) O c m W 2 � f MID ■� a Z C C ) r G) � T m M (V o Z N E O N r Z r re a E U _J U Q p JOB NO: 20-0558 SCALE : AS NOTED SHEET NO. 3.1 - - - -_,_ - - -_- - - _. _ _ _ .. I n *.A44.U&JMdJ1L►J.., ... ..J_ . 4_ . .4 . 11.::ahs_LL...• -. 44L . 1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� 6-0" T-0" RIDGE VENT OVERHANG BE CENTERI ON DOOR 12 5� — — T.O.M. J_ HDR HGT. _1 -0 11 IN --I---- F.FL. REAR ELEVATION - B1 14'-0" RIDGE VENT SCALE: 1 /4"=1'-0" RIGHT ELEVATION - B1 Iim& 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 JASTMC 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. z���� ��� OWN SSE '••. � �6 �, •` VOL S: __J h O U �� �� O ; CIO "YOFESS%O' vvolsl 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. ii M N � d MCP oND U. LL _J Lu a7 LL LL u- 1 a a°w'wda'9Y >�u Z ��°' = - C0Q M E °' °' mm_opo W20 Z N a M Z LLW _J 113 J z� J v d (7 to Z U U. LU .0 0 w v V) o 0 m � w z Q U` E E O so zg cool X Ho aO U z of N ayo0-z 60 coo Sao w rc� roro C/> C m0 z 'w p WIt C.) 8 o� z JNJ1 J dN iu co L t6 c� ca _J N .-. Q a) o O m l� ` ■ Z 04 7— r � N M o E Z N �; •- E O Z a • ' U _JJ Q -� JOB NO: 20-0558 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 12 CAP _ CAP 2" 2" *NOTE: T = 1" N N FOAM TO BE USED 1"RADIUS M ONLY WHEN = 1/2" RADIUS =nr REQUIRED BY ^ 3 1/2" RADIUS COMMUNITY tirz� V-5 " _ N oo SPECS. IF NOT, OPENING VARIES 22" C`' 1" 2" 3/4" RADIUS a a = �, DETAIL TO BE " BUILT W/ STUCCO. 1/2" RADIUS N EDGE OF 1" 4" VARIES C;, 1■ OPENING VARIES = c 22" VARIES 1U VARIES 1„ V-4" 1" N 1110 V-0"- 1 1/2" RADIUS 4 4" 421" 2" - 2 1/2" RADIUS 3" 4 in N Xv " _ tD .-y�.l a � to 00 m ZD ° 3 `_ " J21 1BASE VARIES 12 32" 11" 32 =1" r' " BASE Nil- , • 1'-8" P �1 '� W zr *NOTE: VARIES 8" 2" U '; FOAM TO BE USED iq 1♦ _ F ONLY WHEN - // a** 3" REQUIRED BY d 1,-6„ <° ROPE S$� COMMUNITY = 1" 'I <<��+#iiitl4lt��` SPECS. IF NOT, 1" OPENING VARIES 2" �N illV-4" Kim DETAIL TO BE 2" 2" � BUILT W/ STUCCO. EDGE OF Ik.1—# • OPENING Eli' _ = 1-1/2" THICK 1-1/2" THICK To the hest of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these pp 4" 10" N = w drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural 10" 6" = Engineers signature sand portions of the drawing pages bearing N 2q" N c C r AE p 8 N_ tp GD u--,j ci lT T �� LL LL LL N - !� y M O CO _ Art ` N� {L a d W O NLz N O� Z. O 4 2" 4" 3" 2" 6" 2" iv N W� g r, m o W c fn in W o n i N Q Q M L = "iMz° �d0 > > z ° d ❑��❑ m W 1-1/2" THICK„ 2M � 4" N S Z � -IN Z r o `r21" l'-5" 52" 7" 4" a M 0 54„ 1.-4" 3cD " N Z =M,1-74 N : u 00 Lu aN N ci M le c0.1 a" 1" 1 ' VARIES VARIES �O Lu N c c N � O" ----hr r— o m 3 (n 22 1" W 0 8 i >4k MW i VARIES VARIES c �Q a • _ _ ¢ & S� c 8"1! or4- yl�I" `� M Z Z c = �_________ _ 6" 4" KEYSTONE F11 0 = KEYSTONE F11 ;0 c N N P1 OPTIONAL Cb OPTIONAL a Eo a ?o a flo 00 (O ; R CD ,, 4],n N N ~ `CL C0 < d Sa a i�4d'" 3" 00 E n _ i 3" 4" . " " i a o m 4" GARAGE DR. OPENING 4" 4 WINDOW OPENING 4 zt c z LL NOTE: - c H > Z cu • INSTALL OVER STONE, TYP. N -' `w 1 % O v VARIES • LOOK & SMOOTH FINISH W v Fi oa Y C o • FIN. TO HAVE TRADITIONAL 3 8 z • FOAM/ EPS MATERIAL IS o c ACCEPTED W� i NOTE: `r �I� 8 FIN. TO HAVE a • SMOOTH FINISH TRADITIONAL LOOK & 1q" V-6q" 1 " 1 " 4 2 2'-1, � f2" • FOAM/ EPS MATERIAL IS ACCEPTED 54" 1'-12" 54" n J ui y T-8" 7" N of i 10" V-4" 101, 1 (Oj ZD T C \/ I (V co c� N Q CM 0 = 049/�` N f N T Z O 2 c) N T ;0 • E N ch r c z cc z E O N Ej C >T11 U J Q () J $14 1" Rr c JOB NO: 20-0558 1" 12" SCALE : AS NOTED 70, SHEET NO. GENERAL NOTES: • 1.6 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) 1 6 ACRYLIC SAND FINISH rn 3 3 m rn z N 2 Chi 0 J N m rn x 0 J N 0 3 C a N N S. E S C C J N E�. 0 3 'o i CL z I Y 0 EE N N n 0 a N N N ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL #14 copper to lights & outlets NEMA 1 #12 200 AMP copper to 20 amp clas #10-2 copper to WH #10.3 copper to Dryer n0 or 4/0 SER Alu 200 amp 150 amp nnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general). In a Flood Zone, all electrical equipment to be at or above DFE. kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 44" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC. 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc 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 FF DUPLEX OUTLET ABOVE COUNTER wP WEATHERPROOF DUPLEX OUTLET 1 4:4 GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR I 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 F_o WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE WP GFI DISC. H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnM minm on�no Q EXHAUST FAN I --- j WH VERIFY LOCATION �fO GFI ----- -----J ELECTRICAL PANEL t`� EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) RECEPT. CH CHIMES (OPTIONAL) FOR ALARM VERIFY METER PB PUSH BUTTON SWITCH (OPTIONAL) SYSTEM LOCATION WITHBUILDER PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) a TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. [� THERMOSTAT iu J ELECTRIC METER ELECTRIC PANEL —IIIIIIIIIIIJA 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 ELECTRICAL PLAN - ELEV-B1 SCALE: %4 r=V-0" 0 N 0 N ti N 0 To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 38 V LQ M N CV N OND LL LL r- 0 M 4D �d T Ci a N N M S w h uj >cLLizrsaY Wfa moo mo�tO m� �0 o W Z i Earn W o a CD N o Q O N a m ZLL U H J Z ❑❑❑❑ W 0 z a N ''znn D Q) V LL �C_/� W � V) !ti `— v a+ C) 0 Co W M ILL. H ` ? Z Z > R Q n E 8 �� n �® E CL Vp a� O� Z N i Z wo ao w Z ro C: C UgLL N mi > Z Z Jm O �Z W U 3 0 aLL �w o �7 CID ° 3 J 124 > d' ui m � W Q a� O Z o r 0''1r p) � � N m W :3 N C7 ` y •- o Z Z F 0 m a 10 C c a U JOB NO: 20-0558 SCALE : AS NOTED SHEET NO. 4 M / 1111ff \`1-1 A I SE•6'.,.� v'T' P,✓ AOFESS%0\0�'Zlle To the best of the Engineers knowledge, information and belief, the stuctural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential Bth Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 61 H oo toy} 8 V M N 11 di Q •� LL 2 U.LL a a N . W fN o as Z_ 13_ aj'31 nW�'O Y � 0.;; ' � lm W .-'-D9 mmSC E°. da0. L Z m:gN(j Nsy N< M z U H J 66 Z ❑❑❑❑ W c9 C z z z g Q a � ■ W � V 0 W 43 U') c M 3w W C 0 S Z od Q' cQ O Cp Qg �Z L Ada m0 z c C Jm .0 N O g0 Y V5 g I z W U 3� J co �5 $i 0 �N = LA� J M CL C-° m c0 � � 0 T Lo o) j N ui N y r o z z C Q7 O E m N C J JOB NO: 20-0558 SCALE : AS NOTED SHEET NO. 5 C C d NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING 65'-0" WWF PLACED IN r1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE 1'-9� 3'-2 » » 2'-1 5-11 „ OR FIBERMESH SHOWN ON 5 -4 a 13 5 -0 5 -0 5 -10' 3 -10 6 -0' 6'-0" 3'-10" a 64 5'-0" 5'-4 REINF. SEE PLAN. FOUNDATION PLAN —�---ix w z w� H.B. U.NPO. 1 STORY S3 �— ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ --------------- ■ ■ ■ ■ -1 b _ , .. Loi •• o r — — 16'-0" 2_.6'-10". I :: M :: II 0'0» I ■ Cfl -3 1 /2" I II So I \ SINKDISP { I I r I — _ fir— =� ----- 111 M A . o "' LOPL I �� I i D.W. j a� I I :: I{ I S3 N __—J _ I CHASE TO IS D--- ----- ----- { I oM TYP@ 1 STORY U.N.O. STEPS AS REQUIRED PROVIDE 1 Y" RECESS CJ L _ _ _ _ _ _ _ _ _ _ _ _ J CJ OPT. —r PP CJ ; .. FOR SGD. REFER TO REF. ::: '.: '. '. '. '. '. '. '. '. '. '. '. '. '. '. '.: CJ— 4:. I ■ ::.' 10,.1 O„ PER FIELD .'.'. MASON'S SLOPE FOR �� KITCHEN ISLAND I tq CONDITIONS WIDTH �I� LOW WALLS 0 a 4'-0" I 16-10" -12'-10" INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM — — — — — •— — — — — l W/ (1) #5 REBAR VERT ABOVE SLAB ::::::::::::::::::...:::::::::::: ' ..... ■ ■ ■ I TYP @ ALL PLACES SHOWN I S TOP OF CONC./ PAVER T BE 4' ■ J ■ 4'-0 44" 4'-6 „ (2) #5 REBARAin „ 0'-0" I HOOKED FTG. DOWELS 5 EMBED VERTICALS w W/ 25" EXT. ABOVE SLAB "GRADE 40 HVAC CHASE BELOW FIN. FLR. BA SEFILLED STEEL SLR I CELLI �i6' PROVIDE %2" x 9" LOCATION c I I RECESS FOR FRT. POOR I '_ » '- ' ,Mn 2 6'x2'-6 X1 0 FTG I -4" S3 b r � � 25'-1 127» \ \ 9'-5*" W/ (3) #5 E.W. 5�_0» I in a — — — — — — ■ 4 TU.N.O. #5 REBAR 0P TYP @ 1 STORY S3 I S3 CC (2) I S3 VERTICALS w/ in I 1 I•• AHU I I FILLED CELL I • » '_ » '_ » 2'-6 x2 6 X1 0 FTG • • _ • ' ' 3'-5" W/ (3) #5 E.W. G _ ._ . r �� -31 /2" i\ 7'-1" » �_ » . » 2'-6x26x1-0 W/ (3) #5'S E.W. (2) #5 REBAR VERTICALS wAln S3 0 I I I OPT. D SLOPE FILLED CELL .. .......... .. .............. 0 5'-3" V-10" 3'-6" O I ' _ o 3-1/2" MIN 3000 PSI CONC. I I ' X-7a" 7'-10" 1'-I ": EDGE OF SLAB 2" I I co rn b) SLAB FOR HERNANDO BEYOND WALL I I COUNTY ONLY J N 3-1/2" MIN 2500 PSI CONC K SLAB OVER 6 MIL VISQUEEN I ``t;) ', I ; S3 o I S3 T ; : I : I VAPOR BARRIER fV 35'-4" ; : 20'-6" ■ • ( BUILDER TO 0'-0" PROVIDE I (2) #5 REBAR APPLIANCE VERTICALS Win 4'-0"7. PROTECTION FILLED CELL lo W H WHEN REQUIRED v L--- -- — — — — --- — o — — o — — — -- --- �' — PER FBC -- +-- -- — — — — J ■ T ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 62 A S3 TYP @ 1 STORY 6'40" U.N.O. a n » NO 7'-1 1'-4" 1 7'-1 FOUNDATION PLAN MONO — ELEV—Bl SCALE: %4'=1'-0" CONTROL JOINT DETAIL SCALE: 3/4" = V-0" -#5 CONTINUOUS REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **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" -CZOWA/ Q`.••��SElbNT ' N v lb h Ar co i •i e �••. GG.� � • F L 0 1 ZAI& OFE S S "1411ttlllttOtt� 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 E O O J J 0 01 � L M.4; W a uJLL'iya 0 W0 Zg(6C izp 001 Wa one E T m _j a O q# LL Z co N Q M Z O J W Ov 2 ❑❑❑❑ z z z� a g N^ W 0 LL zC1 •V � a O w f= N N �(0 c `— 0 U w o M W z w E o w� go s 3o Q u r6 _ U So Z of O f0 N r a�z <z o °do g R ¢� i M a) a) U 0g wo m7 Fo >� Z� � oa <� ° � 8 W i �2 az !� O W. 2Nakk > L 3 J dN m L 0 .> m 0) � N m F- a) Z O� T_ = O °' LO r CM N r o E Z N E O y r Z m a E U m JOB NO: 20-0558 SCALE : AS NOTED SHEET NO. 6 CJ1 CJ3 CJ3 CJ1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1870 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1870 1585 10 -10d x 1 1/2" C H2.5A 565 535 10-8d RT7A 585 515 10 - 8d x 1 1/2" D H3 1 400 320 8 - 8d RT3 345 305 1 8 - 8d x 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1625 1400 10 -10d x 1 1/2" F HHETA20 2120 10 -10d x 1 112" HTTA20 2375 11 -10d x 1 1/2" G H10A 1040 1015 18 -10d x 1 1/2" RT16A 1020 1160 9 -1 Od x 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. /(18)10dx1-1/2 HTT4 4215 5/8" ANCH. /(18)10d x1-1/2 J HTT5 4350 3740 5/8" ANCH. / (26)10dx1-1/2" HTT5 5795 5/8" ANCH. /(26)10d x1-1/2 K HD313 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 3295 — 2 - 5/8" DIA. BOLTS L H05B * 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 31/2" 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 14-1 Od x 1-1/2" S MTS16 990 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 990 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT 3965 3330 22 -10d x (1) 5/8"ATR w/ 12" EMBED w/ SIMPSON "SET" EPDXY MUGT15 4175 22 -1 Od 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)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1310 1245 24-1Od x 1 112" HTW20 1530 1285 24-1 Od x 1 1/2" SP 1 1 555 535 1 10 -10d SPT22 735 8 -10d SP2 1010 605 1 12 -10d SPT24 1090 12 -10d HCP2 590 555 1 12-1 Old x 1 1/2" HHCP2 1 680 570 20)10d x 1-1/2" * MINIMUM 3" MEMBER " REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS SHALL USE SIMPSON "SET" OR USP CIA-7000C (SEE MANUFACTURES SPECS) NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. REVISED 10-17.19 LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-M MAXIUM SPACING ON VERTICALS OF (B) TRUSS (A) OR 2 PLY ;ARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ('*). INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 N N STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS INTERSECTIONS. SPLICING rv° TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1 (2) -12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW. TYP. AT INTERIOR BEARING U.N.O. REFER TO SG2A/ST3 FOR ADDITIONAL EMBED ANCHORS SEE SHEET D-1 FOR ROOF FRAMING DETAILS FRAMING PLAN - ELEV-B1 SCALE: 14 "=1'-0" C� ��, r �. �ffffltttttlN �� To tine best of the Engineers knowledge, information and belief, the sbutiral plans and specifications contained within these drawings comply with BIe 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � E C 88 N iR V Lo M N th r O> LL a .N '6. a rn a> 0 Y aZmo O W p0 .L. C I rn� J o O2 =CD N A r4 OLLz d OOO❑ W Z N Z z � Q 0- a N Ul Z V) W 0 Q m w z M U- zo . 2 a_8 co E aS z g O< Wo ow O E O N i H 2! z °o W z • rp �o � �gLL m0 F o ZCO� gw O W T U a mw ly IIIIIIIIIII� O y2 �a F �O 0 = 120 L 1° W O ca to R 1� M O Z o a) T T L c) o cEo Z N E O of r N 2 c a E U Q p JOB NO: 20-0558 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 vertical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load i • O Safe vertical load Safe horizontal load — I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY, LOTTS �I I 8F44 1 B/1 T 8F401 B/1 T 8RF40 OB/1T 8F321 B/1T FORM & GROUT SOLID 4 MO:p5 BAR CONT. 8F12-1 B/1 T O "V" LINTEL DETAIL SCALE = N.T.S. !I Is I F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F16— B/1T F a A Z LNOMINAL, L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT MATERIALS cT-f precast untals = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wl 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. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S REBAR M IN. AT REQ'D (1) —ILEAR ALTERNATE POWERS STEEL LINTEL G ° 4 M.U. #5 REBAR AT TOP A ° GROUT MIN. (1) REQ'D ° Q 1-1/2" CLEAR D -J = Q�C.M.U. LA REBAR AT = Ln y w BOTTOM OF � y 2 W — OF W d LINTEL CAVITY o v 5 uJ OTTOM O w 0$ REINFORCING ¢ 0 1 .5/8"ACTUAL PROVIDED IN LINTEL Z gi m D D rn •' O 3 m 5 REBAR AT BOTTON o it a �. 4 AS INDICATED MINAL WIDTH (VARIES) u~i r o o 4 16 GAUGE POWERS STEEL BOXED LINTEL 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) 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 cementltiuos coating. See contractor specifications O OF 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN - ELEV-B1 SCALE: Y4'=1'-0" A 0. L .• To the best of the Engineers knowledge, information and belief, the stnKWral plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. W E —c�rr ci oocl J LL P9 M -, S # aD LL ai di �LL9 322IL LL a. 13 w M S W C a: > a Y Z 0 W 0�313 1% W M2% mm OO o � 8 2 Ern_j oeL ILW1 =aZ_o N M Z ti O t- J W v ❑❑❑❑ C9 Z Z Z � m d N to :- Z ■ (� w J� OLn w � " C) m TT = o VI U • Q 9A ` C13 M z W Z J Q y o�- �0 E V t6o C X U =wa §o U Z o E L ao nd 2C" wo .Z a Z ra ,_ Q p Z UyU m Z F O Z r ZN VJ J <a Z 3 $ U a W d 3 yw oLL z oo F NJ Iw 0 ACV = >'qj- d L to W C).� c M `_° tV .-. C m (0 Z c r O� C) � T N E l0 O M N z Z E C 0- 0 � JOB NO: 20-0558 SCALE : AS NOTED SHEET NO. 8 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE HEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 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 244NCH(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 Ys 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 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ad. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1, LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C4-P CONCRETE NOT EXPOSED: 1 y" GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (Pc) 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. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/37 EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, SCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ",10d = 0.148",12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED']' 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= 2,950PSI 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 / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A rmanent sign which identifies the termite treatment provider and need for re-insertion and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler s stems includin all risers and spray heads shall n�t be installed w�tilin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilutipn. If r4I II occurs before vapor retarder placement, retreatment is require 9. FBC-R R318.1.5 - C rlcrete olterpo and mortar along the foundation perimeter must be removed bt ore exterior soi treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vertical chemical barrier must be install, after construction is complete, including landscaping and irrigation. Any sodisturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1- All buildings are required to have pre -construction treatment 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" %4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. V. Q. • f. N S E '••, o Q s : i' S 0 2 �frrt!]itttl � 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. o �$ dim = 0 0 c N LL LL t% M ,- 2 U 00 LL y -M Z W,y 7 a >LL as Y z z grn0' 0Ck: 1,- W0,0 �mS W mo1 m 2 E T a O LW = R z a0� a r� z 2 z N a000 W C4 z z Q v J co d N winz _ U � a 0-w to c QE �N = zf C) °0 12 Q w M M zo J `E-. f io 4�qz XU U oa U00 O E O n' o 0 Orr rr az roFt C U i0 z Z W �o 1 z C) _ �o o �¢w¢ z o� U J mN ui rn 120 m 0 ^L` W ` 0 .= 0) Q W C m W T � � Z o �"' TT `: c) p) T .�= M N E M Z N E O z a E a ?: U � Q p c � JOB NO : 20-0558 SCALE : AS NOTED SHEET NO. SN t IGARAGE CORNER OF HOME SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0", P` t + + + UJ + + 4- + 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking / 1/8" gap —n 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1 /8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING y" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" details in One 1 Od box areas=20 of high or-20 sinker lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H 5'-0" STUB -OUT FOR GAS METER O CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL ""'ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY""` RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" 16" O.C. 19'-3" 1) SIMPSON HTS20 OR 4 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —1 Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I nails m A" n r Provide adequate bearing for each lapped joist. Od nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED IN BEARING ZONES D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS)D (see table below) DO NOT cut, notchI Id or drill flanges FILL CELLS r— STD. 900 HOOK r BOND BEAM w CONT. #5 a STD.90° BCONT. #5 AR >� HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2fl min. 2" } gap max. � 4 max. Q Clinch nails when possible Tight fit — U (1 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCl5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI600 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pif 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. — io �—' ❑ io 6A 1Y" ROUND HOLE MAY 6" 6" BE CUT ANYWHERE IN CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" DO NOT CUT HOLES LARGER THAN 1Y" ROUND IN CANTILEVERS. 8 V-0" V-1" 1'-2" 1'-2" 1'-3" 1'-0" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" W-7" Any 16" joist 12 V-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-0" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" 1'-1" 1'-2" 1'-2" V-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 1'-0" 1'-1 " 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" V-11 " 6'-11 " 7'-11 " 8'-11 " 24 V-0" V-1 " 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-0" 1 W-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. 7.1Y2" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. 1-When joists meet over wall, provide 1 3/4" minimum bearing for each. L Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-1 Od nails. ,Install tight to top flange. Joist hanger \ Filler block. Nail with 10-1 Od nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gaP Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist ° depth I -JOISTS BUCKETS N.T.S. SIMPSON MGT w/ (22)10d NAILS TYP. GIRDER TRUSS 2X TOP PLATE 5/8"0 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 / HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM) • SEE PLAN FOR---'•• .. • FOUNDATION INFO ' d. STEM FOUNDATION GRADE REINF. SEE PLAN tvu t,nmac 9 rvt, . SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A SIMPSON H10A ° ° (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE n1Mr- t Ir-r% rin A 1 TI 1 M 1 1 Irk 1r% TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE q • a d A e i oA' •d � a SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d v .a d d �' ° na L' A a .? e c a SEE FND. PLN. SIZE & REINF. , E '••. o nL O�`',�' t� V., 1? O F E S S t ON To the best of the Engineer's knowledge, information and belief, the structural plans and specificatlons contained within fhese 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 F E co 0 4 o g - -N# O G V M - Lo J LL ! LL 0)i� a LLa °W o LLa 'g° zaU)° 0 0 - 19 Mg W 2ET co - Jo , N p Nr+>Z lY f] N A0Lz V 0 J z ° 0 W z g t� z o hN .O o 2 g '® W U • c III S I a M W Z 2 r` .. 2RR aR Q 8 E O oo z • m C) F- N � ii 00 Oo z N f 0� a0 go a2 �, �o o !9 �o � C .2 Z oz Z J WO ° }a 2z a �02 aZ W d U �o N �E w �N 0 = rn m L c� O .� c 0) ca Q -6 0 O (0 ,0 Z C T— O± T p1 T 1c• N E f6 M T O H Z E ` M. cc a ¢ o JOB NO : 20-0558 SCALE : AS NOTED SHEET NO. SN 1 4 S FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / 5/8" OR 1/2" HIGH---- STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER -J CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS @16" O.C. (2) 16d TOENAILS T & B (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 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 PITCH > 4:12 0 ° (2) LAYERS TYPE I OR TYPE 11 A (#15 OR #30) UNDERLAYMENT - O° . p FOR ROOF PITCH 4:12 OR LESS. -I. - '- PRE ENGINEERED WOOD - Pip TRUSS @ 24" O.C. U.N.O. _ - HURRICANE ANCHOR @ EACH _ TRUSS (SEE UPLIFT SCHED.) W/ g - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. -ALUMINUM DRIP EDGE ALUMINUM FASCIA -2x SUB FASCIA -SEE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT -8" C.M.U. TYPICAL TYPE "S" MORTAR FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE er _ r O0 v Cl). °Q 6 MIL VAPOR '/ BARRIER D COMP. SOIL. ° (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT.--/1'-4" ON CHAIRS TYP. (1 STORY) STD. 90 NOOK SEE U.N.O. 4■ V-8" (2 STORY) DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5 Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE BLOCK WALL BEYOND PAVERS / DRIVEWAY CONCRETE SLAB 14„ PAVERS z O.H.D. RECESS = .. 4" 'Q SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR) ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. �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 a „ „ „ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE .) (OR / GYP. TYPE X @ EACH END (WHEN PARALLEL) ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE STUD BELOW (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd 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 4" O.C. @ BOUNDARIES, 6" O.C. @ @ 24" O.C.) NSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD "SIMILAR AT FOUNDATION ONLY" SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ IMPSON SP1 w/ (10)10d NAILS IF NOTED, THIS REFERS TO THE SIMPSON SP1 w/ (10)10d NAILS 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND T (ALT:1/2"A 2" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT 2x P.T. BOTTOM PLATE `' ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR @ 24" INCLUDE THE WALL A.F.F. O.C.) 2�� x 6 W1.4 x W1.4 ATTACHMENTS - 2" 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH \ WWF OR FIBERMESH 4 ° ° ° ° ° 4 ° ELEV. 4-3 1/2" z 31/2"MIN. 31/2" MIN. l A.F.F. p 4 ° 2x4 CONT. ° ° w ° - 1min.)- 1/2"(min.)- 4" ° ° 4 _ •GARAGE DEPTH VARIES ► r� �lL--allt '� ► �r r.Jll-•J►. 1i� �. ,err �. rr .. .r rr rr 11�- �: ��JL 1L l� �_. r>L Jl 11 -',li .alslt'��11 L'�7111-S�1,r'•7�:� m n�. �,, 3J-L�_-JIB--IIt-JIB-'�-'`; 11;.--JL=ll�IL-11-�11=11- CONT. _- rrJl.--J1=-1�� 1. • (JL-JL� -JI-J fib U.N.O. • r ° - ° GE ° ° - - ° i ° - ° 1STE - I ° - ° - ° - ° - WTI,- 1 �"SHEAR WALL" SCALE: 1 ® 1 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ecs� M 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C-04 M�N��Joos ao°'N LOAD BEARING ORoe INSULATION PER FBC AND ENERGY �/ EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT / NOTE: 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @ THIRD POINTS APPLICATION SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" ��^ S � ��^ 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL SIMPSON SP1 w/ (10)10d NAILS BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD `'SIMPSON SP1 (6)1/4"x3 l/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM w/ (10) lOd NAILS c� r- 2x P.T. PLATE FIBERMESH ^ WEEP SCREED INSTALLED BAR a END OF 2" x PLATE TYP ASSUMED FINISHED PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR W o j GRADE t+ z #3 81 #4 LAP SPLICE GRADE 40 MIN. F = 40ksi v- M ° MONO OR STEMWALL z ° n > n _ FINISH GRADE °O 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a g p . •. FOOTING MONO SHOWN ° P o g o0 OP w o FOR CLARITY D D _ _ _ _ _ 6 MIL VAPOR BARRIER n. ° dAA, R 1 7/8 ° P P I-III-III=III-III -III -I Z #5 REINFORCING BAR ► =11 II.�II�II II ' '- COMP.SOIL.• • 95% MODIFIED PROCTOR ASTM TYPICAL EXTERIOR FRAME WALL FOOTING rE SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min. 4" SCALE:3/4"=1'-0" S3 GRADE #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=l'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13' � O.H.D. RECESS M co o0 „ SEE A/S3 OR J/S6 - FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STC RY) 1'-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. SCALE:3/4"=V-0" S3 P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0'-0" J CONT. BEAD SEALAh • 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. M 6 MIL VAPOR BARRIER _ (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"DIA. EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 = WWF OR FIBERMESH v M , T ON 3" CHAIRS 36"MIN. LAP [36" MIN. LAP] 10" (TYP.) 8" 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" �S3 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ` ° 4. TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN .9 ° c (2) HTS20 FOR STRUCTURAL r_ � �' • BEAM SIZE & N C CONNECTION INFO M 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 MIN 7/16" O.S.B. SHEATHING 8" z ATTACHED PER NAILING FOR REINF. INFO. SCHEDULE OPTION #1 w SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J Uj W ABU66 SLAB STEP & RECESS S.G.D. rM SCALE:3/4"=1'-0" S3 2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS 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 PAD _ TO FOUNDATION . !. INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT M w/ MIN. (2) #5 VERTICALS go ? GRADa ° E FILLED SOLID (SEE PLAN FOR r_ _ = 6 x 6 W1.4 x W1.4 1 SIZE AND REINFORCEMENT) c7LU I 1=III ° °�=I WWF OR FIBERMESH T MI ? w w _I-III=)11* v III=III -- I II�JIII�JIII _ O W w Z 4L� INTERIOR WALL SLAB STEP NON-BRG.rK SCALE:3/4"=1'-0" S3 • - • COMMUNITY 1 1 - ,I �!•!�FOOTING PAD REINFORCEMENT-' ' 3" MIN ' CLEARANCE SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. %o` TAPERED COLUMN DETAIL �► ro U �0.� 0 ' ''/'����i�r •• F L%J 2 Otx FESSI To the best of the Engineer's knowledge, information and belief, the stax:Wral 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. 44 IW- S 8 g ciS A 0 J J MNN C LL LL tll =-" LL�32 LL U. a ri NNMS W viz C LS a a Y Z -0 CO 0 wz @� go ILW 2Ea'rn�o�SiSg,� Z N a M Z U F J 2 W° d ❑❑❑❑ N � z z J Q7 d c� N z C1 0 _ w o W V V ® 85 w� ~ o U Of a �0 M �w Z Qo L zo s > Zo E V 1- - O E �� ZU ao °a w 70 o H Z N °do o wz 'a CO _ xxU °m oLL Z �wzw Z g0 z W U 3 �o aLL iE _ OIw <� a n o� �N 0 = 124� J rn L to c� � > O • c O� -j CV .-% a� O C a co T ■� ZCN T O ar), N T a� � M N T o Z N N T Z a E 0 v 2) :: ¢ o c JOB NO: 20-0558 SCALE : AS NOTED SHEET NO. S3 (MONO) IIIIIII■ S (2) 2x6 OR (2) 2x8 TOP PLATE SEE VENT OR 2ND FLOOR PLAN 1/2" MINIMUM CEMENT FINISH Q .. TYPICAL C.M.U. WALL (2) 2x HEADER TO SIT 24 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE 3/4" FURRING STRIPS SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD CONNECTION SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 2x DEAD WOOD @ MID FOR CLEAN -OUT @ 8" O.C. OR 4d POINT w/ (3)12d DRYWALL NAILS MIN. EXTENSION FROM TONEAILS SPACED DOUBLE 2x TOP EVENLY EXTERIOR FACE OF BLOCK PLATE WALL IS 1 1/2" MAXIMUM HEADER FLUSH TO OUTSIDE OPTION EXTENSION FROM EXTERIOR WALL FACE OF BLOCK WALL IS 21/4" TO DRAIN 2x BLOCKING @ EACH END W/ 10d @ o4" O.C. FROM EACH HEADER FACE t O BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. Sl� 12 SEE TYPICAL WALL SECTION (�rp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16' O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX L// W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. :::/ AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. EXTERIOR 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" DOOR JAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MANUFACTURER. TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D SL� SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/81, 8" BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT a ° a a a a ° a 8" STD. WHOOK 81, LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL / SEE FDN. PLAN FOR LOCATION NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. @ SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J w 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. a ° a a a POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. SF�F�lA 00/'L �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 —CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71 ", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD- 2 x 6 P. J-BOLT TRACK BRACKET W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK rK SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V - 4' (1) (2) 1) (2) (1) LSTA30 4' - 9' (2) (3) (2) (2) (1) LSTA30 9'-16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1 `—(2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. 00 OR SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. S4 3E SIMPSON SIMPSON TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS d oa a LINTEL 12 d (TYP.) SEE ELEV. SIM SON SP2 wl (12)10d NAILIS AT EACH STUD 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 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT — IN KO BLOCK AT EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK 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 MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E 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 • SPLICE NAILS TOTAL) EA. SIDE OF SPLICE STAGGERED -10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS �7 SIMPSON C SIMPSON SP4 3P2 P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL INTO TRANSOM FRAMING SIMPSON SP4 SIMPSON SP1 SIMPSC SP4 TRUSS BOTTOM CHORD OR 2x4 W/ 2-16d TOE NAILS IBLOCKING @ EACH END w U 2x TOP PLATE V2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED 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) • HTT4 w/ (18)10d NAILS (3610# SPF) ° e • HTT5 w/ (26)10d NAILS (4670# SPF) • DTT2Z w/ (8)1/4" x 1 1l2"SDS (1835# SPF) ° e ° • HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) • HDU4-SDS2.5 w/ (10)1/4" x 21/2" SDS (3285# SPF) • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) _ ___ • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT a FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. ° MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 �2X TOP PLATE OVERLAPPING —10d NAILS @ 6" STAGGERED io J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE /— 2X BLOCKING 2X8IP.T. BOTTOM P I TE� C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B SIMPSON SIMPSON C (MIN. (2) PER BOTTOM PLATE) C SP4 SP2 SIMPSON SP4 " -NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 a 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 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 0 BEYOND. 4 -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES 0 E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6)10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12)10d NAILS MASONRY • SIMPSON SP1 w/ (10)10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM o 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 _ O 0 U • •, �P�� v �� FL0:o ....•••. '12OFESSJO'It� /lttlttitl 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. �E Al Q g8'9R O C N N LL LL MN' N CO , r Lo 0 LLT A7i LL nj "iLL Q a; Z 000 0zx0 mm0o W m 01 c_ 0 M E Trn_j o o W = z N C Q O N aMZ 0001 1 W W (D z N Z Q� J a N z .1 N (D Cl Om y 'U 0 w Vci) M o U o o$ '® w I = Q a o 0! co M J " i w1 z am Qo 08 w, U m68 oa oa U E N gt ado O� W � �? • rp CO C - C 'X N O ms o OrLLr } Z z f!/�% J (n , gW m w � -o 20 WO. �J y az , W C)�_ N 5R 6 3 0 ci L /0 ' O " 0) `_° (N '•` N O a, m o Cfl ^C`` Z 04 T- r M N E W E N T— E O z a B cicc E •• v 0 � a o C JOB NO : 20-0558 SCALE : AS NOTED SHEET NO. S4 SIMPSON HGAM10KTA WI (4)1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4) 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w! TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) (6) 10d x NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. �� 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL „ OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE " @ 24 O.C. NAILING SCHEDULE FOR OU I LOOKER @ 24" O.C. TOP CHORD SHEATHING DETAIL FOR SHEATHING DETAIL BLOCKING FOR FIRST FOUR ROWS OF a5° t " TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND AT LEAST 90% OF , ' MAX. & (2)10d TOE NAILS @ 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 H2.5A w/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROMLSIMPSON FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING —� ATTACHED W/ 10d EA. END NAILS 6" O.C. EDGES @ GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1OdX3" 3" O/C @ (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d "T" INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 2x4 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FRO @ 48" O.C. MOISTURE BARRIER "" a 5/8 x 10 J BOLT @ 48 O.C. WEEP SCREED EA. END TYP. TOP & BOTTOM ATTACHED w/ (2 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)1Odx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION 1 O.C. MAX) T MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES 10d x 1 12 AT EA. OUTLOOKER AND NAILING SCHEDULE 2x4 OUTLOOKER 7 2x4 OUTLOOKER @ 24" FOR SHEATHIN DETAIL @ 24" O/C O.C. (OPTIONAL - SEE TOP CORD 4" MAX' ELEVATIONS) BLOCKING FOR FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED AT APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ (2)10d & (2) l Od RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR K7/16"OSB 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1 Od NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED 48" 2x BLOCKING W/ (2)16d TOENAILS 2x4 7" ON TOP OF PANEL BLOCKING, FASTEN WITH M 2x4 T' ON TOP OF PANEL 10dx3" @ 4" 0/C BLOCKING, FASTEN WITH SIMPSON HGAI OKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" 0/C SDS SCREWS SDS SCREWS TO TRUSS & (4)1/4"x3" TO PLATES At 36" O.C. SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J 1 Od x 1 12" AT EA. 2x4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL--,,,,.OUTLOOKER F@ 24" O/C X-BRACING, AND TOP NOTES AND NAILING TOP CORD CHORD BLOCKING go N go go " SCHEDULE FOR BLOCKING FOR INFORMATION `� °° SHEATHING DETAIL FIRST FOUR ROWS OF TRUSSES @ 1 1 1/ ". 2"x4" CROSS BRACE 24" MAX. EDGES OF WOOD TRUSSES ;° ;° APPROX. 8" FROM SHEATHING TYP, RIDGE FASTENED AT "L" BRACE TO EXTEND AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END ABLE TRUSS TRUSS SPANS ^ G ATTACHED W/ 2 -16d `j2x4 PANEL BLOCKING OS CDX PLYWOOD 7 AT EA. TRUSS JOINT @ 48" 0/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED D (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 W/ 10d NAILS @ FIRST (4) ROWS OF 6" O.C. 2x4 BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD O/C BLOCKING CKIN @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR ADJACENT NA LS ARE DRIVEN FROM OPPOSITE SIDES SPACE -PLY, PROVIDEAS SHOWN FOR13-pDYA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION MASONRY WALL OF TCOLUMN ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, TOP BLOCNG, FASTEN N PANEL WITH 2x4 BLOCKING W! .. n 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 i"� ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)1 Od PER JOINT 41NIMUM 2x OVERLAP TRUSS BRACING ;ROBS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6° OVERLAP SEE PLAN FOR 10dx3" 0/C WOOD TRUSSES OCATIONS) 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj�� 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 M 1 GABLE TRUSS S� "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 AND LOCATION) MAX. S5 S5 I °.a° , 11 • .. . ,II. F `II'.' a ., JI. \. • . . II � • . ` . 11.° 11.-` 11" j. 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) 0 Z W a. BRACING w/ (3)1 Od x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTAw/(4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C�- TYPICAL GABLE TRUSS WEB —/ SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LINI�INIYI ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR SCALE: N.T.S ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-O" X-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 211x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" 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 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. �Go 0 cr 0 a �y 0� CORNER JACK Y U W Z O , HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER SCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 31 LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-O" 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)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION >L�`vulo I I r N e `4• E ' � Jro Off_ /�lllllll{{ll 1 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings compy with the 2017 Florida Building Code - Residential 6th Edition. Engineefs signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 8 pippp O �p N iC G cm,1= � CO �fi N LL LL ddf7 J # tl) t» W .� S, co � LL LL Wa a V! N " W tN a z0(00) ;cLL aaLu 0xz° 00 Wig•- m0°_o i ET o 0 W .= IL1� v<mz Q o 5 N Q M Z V H J V z Q ° d OC W 0 z z� Q cn z� w N LU � ® wrn & O = S� o co w Z M L o =o go _° a a o E v (6 t— �Q� 30 XQ go �a UO RU z O N E a� wo WZ �zm �` GOC �= .Y NO W mo gz z QW �Z �U a W d U w �o oLL _iw v o << CIS 2 3 ai rn B L `0 W ' C) ca W O ^ C z o r O� T 0 � � N E.1. � � N M � f o Z r_ E E.9 0 LD o :? cc c c a U _j Q JOB NO: 20-0558 SCALE : AS NOTED SHEET NO. S5 m 1/2" DRYWALL DOOR JAMB REFER 1x4 1/2" DRYWALL 1x4 1/2" DRYWALL DOOR JAMB (REFER 1x4 ( , UNACCEPTABLE INSTALLTION 00 DOOR JAMB (REFER TO PRODUCT P.T. TO PRODUCT TO PRODUCT APPROVAL FOR CONN. PROPER INSTALLATION MAX. 8 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 2X BOTTOM 1x4 P.T. 16"0 X 3" LONG FURRING FURRING �� " 3-1/4" LONG X 3/16"0 FURRING 72X8TAPCON. #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD PLATE W/ 8d 4" O.C., 2 ROWS STAGGERED T TAPCON @ 16" O.C. & 4" INTO STAGGERED @ 16" (TYP) ` 1x8 P.T. FROM EACH END w/MIN. BLOCK@ SPACING �� O.C. 2-ROWS INTO r' 1 DETAIL 2 EDGE DIST. ATTACH � 2x BAND PER MANUFACTURE MASONRY THROUGH �� 1x8 w/ 2 ROWS 8d NALS �� 1-1 /2 DETAIL 3 DETAIL " D. 90 HOOK (TYP.) ` JOIST W/ FACE NAIL 10d 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID HOOK (TYP.) BOTH CELLS F E NAILS 10d @ RDUSS VERT. WEB TAPCON 16" 1x4 P.T. DOOR JAMB (REFER TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM DOOR JAMB (REFER YWALL 1x4L( EACH END W/ MIN TO PRODUCT APPROVAL FOR CON)DIST.. 7 LAP SHEATHING TO DOOR JAMB REFER TO PRODUCT 2" EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS ' ` BOTTOM OF BAND APPROVAL FOR CONN. x 3-1/2" TAPCON @ 161x4 (2) ROWS 3/16 x 3-1/2 O.C. & 4" FROM EAC JOIST TYPICAL @ END w/ MIN. 2" EDGE Fil/2"DI — —� TAPCON 16" O.C. &FURRINGSIMPSON 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PL +2n @ FIRST COURSE ' HGAMIOKTA 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" x LNOTC I ` INTOBAND JOIST & (4)1/4"x2 3/4" 2x DETAIL 21 /4" DETAIL STAGGERED @ 12" O.C. 3-1 /4-1 DETAIL NOTCH WEB AT THE ±5" FIRST 2 COURSES ' ` TITEN INTO K.O. BLOCK V_ 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 SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY _ W/ 1/4" x 3114" TAPCON (1 1/4" MIN. 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2r-0n On SOLID W/GROUT O 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)1l4"x1 1/2" SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7) 1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION '. °. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. ° .� . SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS •: OVERRAN �' �., BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL . CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. ;, WDW. SCREW ANCHO\_2x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN °INSTALL RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH IF TRUSSES USED W/ 3 #6 X 4'/s" WOOD ) () * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL (2)10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. (CENTERED) w/ x °�FRygN TO TRUSS TOP CHORD MIN. 4" EMBEDMENT AT 16" O.C. 12 + `� N C'TN 1'-Orr 51-011 SCALE: N.T.S. SS + PLYWOOD SHEATHING + L JACK TRUSS PROVIDED BY SEE + Is TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS ; WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED REQUIRED ° Ago- EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° • p.. l4" MAX " e 2'-0- 8 TRUSS + SOFFIT + ° .' #5 BAR ti D. BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 12d NAILS SIMPSON () + 10" ° CENTERED W/ D ° C BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP ► . p ° �p TOP N 1 X 4 FURRING 8d NAILS EACH TRUSS _ _ ► d . KNOCKOUT / :; ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK I i NAILS AT EA. E(ND10d PROVIDE 2 8 DIAG. BRACE BTWN,,, PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR ,� _ p MONO FOOTING _ •, •:.: •• j °• x SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT CLEAN FILL .► ° DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - 4 - MAX SEE LAN PRECAST LINTEL °. ° STANDARD ° 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN " 90r HOOK N r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%2' 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") . • . . . , J • �� .: • �� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE 2 1/4" X 31/2" TAPCONS AT 16" () ° INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. •�`' %V`'•' V V•'`' V`; Lp'kVe•' Sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ENTRY L SECTION @ ROOF EXTENSION M REINF. 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) - PER ANCHOR E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" � #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. HE SAME SPACING (T REINFORCING TOP WITH MIN. 3" EPDXIED wl SIMPSON z o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-0^ F.F. EPDXY MIN. 6" EMBEDMENT & a FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP 3"MIN. EDGE DISTANCE � � v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL Ap w a A REINFORCING AS FOLLOWS: T < a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT ` ' `V o e P F-g * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ p p v #5x6' EMBEDDED INTO z 3 g EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ' Q in N FILLED CELL SMOOTH. DO NO FURROW. ° p :° . \ N �� DRILL 3/4 x5 MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT GRADE p SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. ,r 6 MIN. LAP p. p . ° y:: O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE N A. p \ REMAIN FREE OF MORTAR. NOTE: `' z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r • p \ TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT . ° \tea 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. j 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. 11 N01iUA < •.J �� UA 2 �Zo v'%�/1 S `O' O F R E S 71/I�i11111N1`�\�� 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. 8 O S . Loa O J J C', M n LL W 0 - 9 L-L LL ow. a mgLL a > �LL a s W Y cz mm W 6� c 2ETcnIL z CL "1 z 3 z C', < 6 2 ° d ❑❑❑❑ W N z p z OabD z g a �N z o U •U LU 0 Ul Ul c as M W M z � z U_ c E c0 io 0Z' g Z}q ZF Q V t•-• Q�Q� X V 0 UK oo: W Of o0p OU Z N �o ¢z z C 05 UY U �o H OIL Z <Z 8� � �° aZ W ii 3 N W �L J O yZ wa po .5 of 3 °N = � J d 0) .> m O C m co r T .G C:)0 0) � 0) O) = O rn h Lo m M (V c M = O E H r z c N a U J m Q 0 J JOB NO: 20-0558 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. CB 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT SEE TYP TRUSS BLOCKING DETAILS W!L-r VN`l1J L/"1V11 rt\V VV YY LrJ 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 TYP. WOOD TRUSS BLOCKING DETAIL SCALE: NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OIL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL 7 SCALE: NTS DIAGONAL - AT 8'-0" MAX 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING fi 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 Qk 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 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0-0. C. MAX. w/ (3) 10d COMMON TOENAILS TO TIE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d L_ TOENAILS TO TOP — PLATE & (2) 12d END MIN. (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. OILVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO PLATE BELOW e `—MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. SECTION ENTRY 8 SCALE: NTS SIMPSON LSTA18 w/ (12) 1Od NAILS CENTERED AT SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( HIP G.T (2) 2x8 #2 SYP wl O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: NTS 3IMPSON HUC410 w/ 6d INTO HEADER & Od INTO BEAM - SEE 1OOF PLAN FOR MOI NFO 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 B SC EDULE/PLANM OPTION B CONNECTION INFO — 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 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 22 SCALE: NTS SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 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 SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. iW4U:i vLeleT (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. `—• MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL .A 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a.. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS COMMON TRUSS 4' SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE SCALE: NTS JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ 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. 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 202 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 /i ��1111t111Ht!!/! /� W N ``\\`\�������� • ••'•• Q- S E •: zz C) ., : , • ��P �\ ' O /!r►�nnlu� To the best of the Engineer's knowledge, infonnallon and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residental 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 EIna g8PA tij Qo P 2 2 rn y� U. �- W v;� a � � U. a at Z ,IN°'�� 19 pY&_ 20oq mo�'O QgaO Z LW NaMzz _j z ❑❑❑❑ W z N z g a fl- N 'z'n:C1 V LL W 0 w 0- Ln c E v I N � o � U m ii W z M L 1 z 0 W o os ZZ Q z• O E rz oa U =OO z N E Qi I- ��o� �Z g wZ rr mo Lp mO zz z� J W w fO N <� Q$ -U W �' S0 �dg °z =r 15N a ° 0 CN = 12� J o� B c� O CD O 0- C m a co 'a.0 Z O O T .= 0)N T ui 41 CV) N o z m �, '_ ' E O a E ci 0 ¢ o 4) JOB NO: 20-0558 SCALE : AS NOTED SHEET NO. D 1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING 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 WEATHER ✓E BARRIER & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING u rv�ornrv�a r�n.�� m�.a r_\ 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 Rinstructions in each detail that corresponds to the numbered items in the list below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary ti 2x FRAMEWALL TILE FINISH- 1/2" DUROCK 8" CMU 4"OR8"CMU (PER SEAT DEPTH) FILL WITH GROUT - SLOPED MUD VINYL SHOWER PAN SHOWER SEAT WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING A- 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 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER z a- cr W d U) W U W W o rn RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WPOt) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING .ia PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT E0 8 z 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING 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 ll 1 .� THIS GAP IS A RESULT OF NATURAL SHRINKAGE. DO NOT SEAL. DRIP SCREED PLASTIC ACCESSORY SOFFIT/CANTILEVER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 1 Water Resistant Barrier Lath Sheathing Stucco LEGEND SELF ADHERED FLASHING (SAF) -o------- DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - - BOND BREAK WEATHER RESISTANT BARRIER - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS CT� 'I I� TACKER ROD A FINISH STRUCTURAL FRAMING STRUCTURAL SHEATHING STRIP OF SAF DRAINAGE PLANE WRB BOND BREAK WRB SF LATH FLASHING REQUIREMENTS 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 resist liquid water that has penetrated behind the exterior covering from further intruding into the exterior wall assembly. An exterior wall covering is described as a material or assembly of materials applied on the exterior side of exterior walls for the purpose of providing a weather -resistive barrier, insulation, or for aesthetics, including but not limited to, veneers, siding, exterior insulation and finish systems, architectural trim and embellishments such as cornices, soffits, and fascias. R703.2 Water -resistive barrier. One layer of No. 15 asphalt felt, free from holes and breaks, complying with ASTM D226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1. R703.7.3 Water -resistive barriers shall be installed as required in Section R703.2 and, where applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier with a performance at least equivalent to two layers of Grade D paper. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing (installed in accordance with Section R703.4) intended to drain to the water -resistive barrier is directed between the layers. Exception: Where the water -resistive barrier that is applied over wood -based sheathing has a water resistance equal to or greater than that of 60-minute Grade D paper and is separated from the stucco by an intervening, substantially nonwater-absorbing layer or designed drainage space. 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. Self -adhered membranes used as flashing shall comply with AAMA 711. All exterior fenestration products shall be sealed at the juncture with the building wall with a sealant complying with AAMA 800 or ASTM C920 Class 25 Grade NS or greater for proper joint expansion and contraction, ASTM C1281, AAMA 812, or other approved standard as appropriate for the type of sealant. Fluid -applied membranes used as flashing in exterior walls shall comply with AAMA 714. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion resistant flashings shall be installed at the following locations: 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 drainage. Openings using pan flashing shall incorporate flashing or protection at the head and sides. 1.2. In accordance with the flashing design or method of a registered design professional. 1.3. In accordance with other approved methods. 1.4 In accordance with FMA/AAMA 100, FMA/ AAMA 200, FMAANDMA 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 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. Cement Plaster in accordance with ASTMC926 over wood 2nd floor THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. 7/8" Cement Plaster in accordance With ASTMC926 WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8' Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2 Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all N C N ti N 0 To the best of the Engineer's knowiedge, 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. _g � O tT N J J � LL LL M M N n W a U. 0 N M W C6 � ; WLL d 0. uu Y 0 0 Z v� 0 a:o C°y�' r C (V W. COD 0 o Z ILW 2 E°' 0 a cc, a NQMZIL U Z < U ❑O❑❑ cpli z cli z z g J (h d N N z �4-J w CL 11 W V) = LU o W M M zo U_ E zffi s >g gR Qa o E tJ ca ~ � $g OQ go 0& U g E ° & Z N I- gZ .0 WZ r'0mii N C oLL Z J <-0 �Z a g 1 0 o a NI W O 0a 0. 0§ oi3 CN 3:0 � � J iu e L 10 � N per. C cfl W m � 00 M r O � CV t- r E M N T M N c Z Z E O44 r to a. E U � ¢ p � JOB NO : 20-0558 SCALE : AS NOTED SHEET NO. W P A3 FL17244.1 ESR-3455 12/31/2020 A23 FL10446.2 ESR-2506 12/31/2020i PRODUCT APPROVAL SPECIFICATION SHEET � As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a O Q Q }eCD .� U +�' � O N -� 0 � O c L - L O CD_ a _O � O LL O O CU � O to O tl_ }e Q .i � •eCU Q �--- -C (n Q _ TM HD210-2 FL17232.3 ESR-3445 - 12/31/2020 HU210-2 FL10856.4 ESR-2549 12/31/2020 HD212 2 FL17232.3 ESR-3445 12/31/2020 HU212-2 FL10856.4 ESR-2549 12/31/2020 HD216 FL17232.3 ESR-3445 12/31/2020 HU216 FL10856.5 ESR-2549 12/31/2020 IslasC HD216-3 FL17232.3 ESR-3445 12/31/2020 HU216-3 FL10856.1 ESR-2549 12/31/2020 Category/SubcategoryManufacturer Product Description ApproveI Number(s)Test Pressures Exp. Date Mounting Smitvts (10 GaLmpi � 10HHCP2 Bulk Cross Support (May be cut ttD W) Ste Arychgr 5dwidule R�hia�adcet{�€}���Ig@) �"-- g so 1(2"Dia A32S Gahi (fyp') p 0 �i"� liv StnYYS r t Unit vltDBl HurrkamSvap (Tvpicak 3 In front) Washers � Front Crlis Support ( be cut to W) SeIMAXkir NUM 'Y�f Leff Bracm (16 Gauge) #f4�8$IF-Dr'iiir►gStr+av+rsTtlt`GBtaCki'iS��i Buk Cross Support Into A/C Unit Bottom Side (Typical: 3 @� 5� for hurrlCum use) t j ' j INSTALLLTS208 am walls cwh MmicancAir &*cr- ]RritlntSrtirt npnn aryn+>tt HD28 FL17232.2 ESR-3445 12/31/2020 HU26 FL10856.3 ESR-2549 12/31/2020 1, EXTERIOR DOORS HD28-2 FL17232.3 ESR-3445 12/31/2020 HU28-2 FL10856.4 ESR-2549 12/31/2020 A. SWINGING ThermaTru Firber-Classic and Smooth Star (NON -IMPACT) FL20461.1 +67.01�7.0 psf 12/31/2021 HD410 FL17232.4 ESR-3445 12/31/2020 HU410 FL10656.9 ESR-2549 12/31/2020 HD412 FL17232.4 _ ESR-3445 12/31/2020 HU412 F85 L106.9 ESR-2549 12/31/2020 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 12/31/2021 1­113610 FL17232.4 ESR-3445 12/31/2020 HU610 FL10858.10 ESR-2549 12131/2020 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 12/31/2021 HD0410 FL17241.7 ESR-3444 12/31/2020 HUCQ410 FL11468.11 SIM200804 12/31/2020 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf 12/'31/2021 HGA10 FL17699.1 Evaluation Report 12/31/2020 HGAi0KT FL11470.4 SIM200803 12/31/2020 ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf 12/31/2021 HGAM10 FL17899.1 Evaluation Report 12/31/2020 HGAMi0KT FL11470.4 SIM200803 12/3l/2020 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf 12/31/2021 FL17236.7 ESR-3448 12/31/2020 HCP2 FL10447.2 ESR-2551 12/31/2020 ThermaTru FiberCiassic, Smoothstar, ClassicCraft, Rustic FL7640.1 +67.0/-67.0 psf 12/31/2021 HTA16 FL17680.4 Evaluation Report 12/31/2020 HETA16 FL11473.5 SIM200802 12/31/2020 HTA20-18 FL17680.4 Evaluation Report 12/31/2020 HETA20 FL11473.5 SIM200802 12/31/2020 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/40.0 psf 12/31/2020 HTT16 FL17324.2 Evaluation Report 12/31/2020 HTT16 FL11496.1 ES-0130 12/31/2020 HTT45 FL17324.2 Evaluation Report 12/31/2020 HTT22 FL11496.1 ES-0130 12/31/2020 PGT Series 5570 FL251.10 4/14/2021 --�- HTW18 -- FL17244.8 ESR-3455 12/31/2020 HTS18 FL10456.22 ESR-2613 12/31/2020 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf 5/21/2028 - HTW20 -- --�-- FL17244.8 ESR-3455� -^ 12/31l2020 HTS20 FL10456.23 ESR-2813 12/31/2020 Clopay Building Products PaY n9 Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 5/21/2028 HTW24 FL17244.8 ESR-3455 12/31/2020 HTS24 FL10456.24 ESR-2013 12/31/2020 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/42.0 psf 5/21/2028 HTW30 FL17244.8 ESR-3455 12/31/2020 HTS30 FL10456.26 ESR-2613 12131/2020 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf 5/21/2028 HTWM16 FL6223.2 Evaluation Report 12/31/2020 HTSM16 FL11473.11 SIM200802 12131/2020 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) 12/31/2025 HTWM2o FL6223.2 Evaluation Report 12/3l/2020 HTSM20 FL11473.11 SIM200802 12l3l/2020 HUGT2 FL6223.3 Evaluation Report 12/31/2020 HGT2 FL10456.18 ESR-2613 12J31/2020 2. WINDOWS HUGT3 FL6223.3 Evaluation Report 12/31/2020 HGT3 FL10456.19 ESR-2613 12/31/2020 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf 10/8/2023 HUS210-2 FL17232.6 ESR-3445 12/31/2020 HUS210-2 FL10856-R4 ESR-2549 12/31/2020 _ HUS212-2 FL17232.6 _ -_- ESR-3445 12/31/2020 HUS212-2 FL10856.11 ESR-2549 12/31/2020 PGT Series 5500 FL239.7 7/30/2020 __ HUS26 __ ~ FL17232.6 ESR-3445 12/31/2020 HUS26 FL10856.11 ESR-2549 12/31/2020 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf 2/16/2024 HUS28 FL17232.6 ESR-3445 12/31/2020 HUS28 FL10858.11 ESR-2549 12/31/2020 C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/40.0 psf 4/3/2023 HUS28-2 FL17232.6 ESR-3445 12/31/2020 HUS28-2 FL10856.11 ESR-2549 12/31/2020 PGT Series 5520 FL243.9 4/30/2020 JL24 FL17232.7 ESR-3445 12/31/2020 LU24 FL10655.103 ESR-2549 12/31/2020 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A 12/31/2020 JL26 FL17232.7 ESR-3445 12/31/2020 LU26 FL10655.104 ESR-2549 12/31/2020 PGT Series 5500 FL261.1 N/A 5/26/2021 JUS210-2 FL17232.11 ESR-3445 12/31/2020 WS210-2 FL10655.107 ESR-2549 12/31/2020 E. OTHER JUS24 FL17232.10 ESR-3445 12/31/2020 WS24 FL10655.109 ESR-2549 12/31/2020 JUS26 FL17232.11 ESR-3445 12/31/2020 WS26 FL10655.111 ESR-2549 12/31/2020 JUS26-2 -- FL17232.11 ESR-3445 12/31/2020 WS25-2 FL10655.112 ESR-2549 12/31/2020 3. PANEL WALL James Hardie Building Prod. Cemplank Lap Siding and HarldtePlank Lap Sidling FL13192.1 - FL13192.2 JUS28 FL17232.11 ESR-3445 12/31/2020 WS28 FL10655.113 ESR-2549 12/31/2020 A. SIDING N/A 12/31/2020 JUS46 FL17232.11 ESR-3445 12/31/2020 WS46 FL10655.118 ESR-2549 12/31/2020 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf 12/31/2020 KLEG3 FL17241.15 ESR-3444 12/31/2020 LEGS FL10667.71 ESR-2615 12/31/2020 C. OTHER KST260 FL17244.15 ESR-3455 12/31/2020 MST80 FL10852.7 ESR-2105 12/31/2020 LSTA12 FL17244.18 ESR-3455 12/31/2020 LSTA12 FL10852.4 ESR-2105 12/31/2020 4. ROOFING PRODUCTS LSTA15 FL17244.18 ESR-3455 12/31/2020 LSTA15 FL10852.4 ESR-2105 12/31/2020 ASPHALT SHINGLES GAF 3Tab,Dimensional FL10124.1 WA 12/16/2022 LSTA18 FL17244.18 ESR-3455 12/31/2020 LSTA18 FL10652.4 ESR-2105 12l31/2020 B.A. Tamko 151b Felt Undieriayment FL12328.6 WA 10/18/2021 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 FL10852.4 ESR-2105 12/31/2020 C. ROOFINUNDERLG FASTENERS C. ROOFING FASTENERS NOT USED LSTA36 FL17244.18 _ _ ESR-3455 12/31/2020 LSTA36 FL10852.5 ESR-2105 12/31/2020 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A 9!9/2026 .2 _ LTT19 FL11496.3 ER-130 17131/2d20' Florida Metal Products, Inc Vent RV10 FL21580.3 N/A 12/31/2020 FL17219.2 ER-0200 12/31/2020 L7720B FL11496.3 ER-130 12/31/2020 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A 7/10/2021 LTT131 FL17219.2 ER-0200 12/31/2020 LTT131 FL11496.3 ER-130 12/31/2020 E. ROOFING TILES BOral Tile Villa 900 FL7849.27 - FL7849.28 N/A 12/31/2020 CU O O a► n� i U) CU > O 0_ O L� `U a..N.a CU UJ Q W z J z a J d LTW12 FL17244.8 ESR-3455 12/31/2020 LTS12 FL10456.29 ESR-2813 12131/2020 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A 12/31/2020 LUGT2 FL17240.2 ESR-3447 12/31/2020 LGT2 FL11470.7 SIM200803 12/31/2020 F. METAL ROOF Gulf Coast Su pp1y8 Manufacturing, L .032"Aluminum Gu11Lok 16" wide roof 0panel FL11651.2 R3 N/A 4/12/2024 MP3 FL17244.22 ESR-3455 12/31/2020 LS30 FL10446.15 ESR-2606 12/31/2020 MP34 FL17244.2_3_ ESR-3455 12/31/2020 A34 FL10446.3 ESR-2606 12/31/2020 -_ _MP4F - - FL172g4.24-__._....._. . _ ._._._ .._�- ESR-3455 -- --- - 12%31/2020 LTP4 FL10446.19 ESR-2806 12/31%2020 5. SHUTTERS MP5 FL17244.22 ESR-3455 12/31/2020 LS50 FL10446.16 ESR-2608 12/31/2020 A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A 12/31/2020 _- MPH3516 _ FL17240.3 ESR-3447 12/31120201 WMI416 FL10687.86 ESR-2615 12/31/2020 All American Shutters 8r Glass Galvanized Steel Storm Panels FL17869.1 N/A 12/31/2020 Florida Department of Business & Professional Regulation Page i d2 Building Codes and Standards 3ne/2g1e Product Approval Application Detail MSTA12 FL17244.18 ESR-3455 12/31/2020 MSTA12 FL10852.8 ESR-2105 1213l/2020 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 12/31/2020 MSTA15 FL10852.8 ESR-2105 12/31/2020 COMPONENTS MSTA18 FL17244.18 ESR-3455 12/31/2020 MSTA18 FL10852.9 ESR-2105 12/31/2020 A. WOOD CONNECTORS/ -__._._..__. - -- -- -- ANCHORS USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 12/31/2020 MSTA24 FL10852.9 ESR-2105 12/31/2020 Simpson Strong -Tie see chart MSTA36 FL17244.18 ESR-3455 12/31/2020 MSTA38 FL10852.9 ESR-2105 12/31/2020 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A 12/31/2020 MSTC40 FL17244.26 ESR-3455 12/31/2020 MSTC40 FL10852.11 ESR-2105 12/31/2020 QIh Endtv or 20 a" Dole Pmdt O no M= version Manufacturer contact Engineer License Velidsiedev Validated SubmittedFaCMarovai Aporo1e Revision 2017 Gulf Coast Supply & Manufacturing, I.I.C. Eng David Daniel S. Kuhn Locke Bowden P.E. 10/12/2017 10/102017 10/172017 12/122017 Approved Category: Roofing (352) 496.0778 PE-75519 (334) 3004800 Subcategory: Metal Roofing InfoQgulfcoasisuppy.eonn ComplenuMelhod:EvecelraaLicensReport homa Florida Registered Architect or a Licensed Florida Professional Engineer Quality Amorame Aoorovedfor Use AowovedImUse hnoad 1i5slan �oduaYodel.NuroerrNartw g, j, gp iL.t�6JL Resits ! 1 0.032&qua; Aluminum 5V Comp Min 0.032&qva; 5 V Crimp Aluminum Roof Panel 04/122024 No Yes N/A +ova over 15/32&qud; Plywood-108.5PSF 2 0.032&qud; Aluminum Gulf Lok Min 0.032&qud; Aluminum Gulf Lok 16&qud; Wide 04/122024 No Yes N/A +N/A/ Roof Panel over l5/32&qua;Pywood-116.OPSF 3 1&qud; 24ga. Gulf Snap 1&qud; Guff Snap 24 Ga. ,7&qud; wide Roof Panel ON122024 Yes Yes N/A +N/A/-131.OPS war 15/32&qud; Plywood 4 1&qud; 24ga.VerseLoc 1&qud;VerseLoc24ge16.5&quct;Wide Roof Panel 04/122024 Yes Yes N/A +N/A/ wer ot; Verq Loc min -NIAI 5 18qud; VrseLoc .032&qud; Aluminum 1&qud; VrseLoc min .032&qud; Alumkwm over 0411212024 Yes Yes N/A 1.5&qu5132&qud; Plywood +NJAt P3F 8 1.5&qud: 24ga. Gulf Snap 1.5&qud: Gott Snap 24ga. 16&poet; Wide Rod o4H22o24 Yes Yes N/A +N/A/ Panel aver 15/32&qud; Plywood-116.0PSF 7 1.5&qud; 24ga. VrsaLoc 1.5&qud; VanaLoc min 24ga. 16&Wd; wide Rod 04H22o24 Yes vas N/A *N/A/ Panel over l5/32&qud; Plywood-123.SPSF 6 2&qud; 24ga. MegaLoc Mn 24 Ga. 2&qud; MegoLoc 18&qud; wide Rod 04/122024 No Yes N/A +N/Af Panel over l5/32&qud; Plywood -106.5PSF 9 24Ga. GuHLok Mn24Ga. Guff Lok isaqua;Wide wrl5/3zaqud; 04H2noz4 No Yes N/A +N/AL96.7PSF Plywood 10 24Ga. Guff Seam Min 24Ga. Guff Seam 16&qud; Wide Roof Panel 04/122024 No Yes N/A +N/AF93.5PSF wer 10 Wood Puffins over 15/328,qud; Plywood 11 24 Ga. Guff Seam MIn24Ga. Gulf Seem, 13/4&qud; Snap Lock, 04/122024 No Yes N/A +N/A/ 18n 26d; Wide Roos Panel over l over 1qud; Plywood +NJAI PSF 12 28 Ga. SV Comp Mn 28 Ga. 5V Crimp Rod Panel over 15l32&qud; OM122024 Yes Yes N/A *N/A/ Plywood-158.5PSF 13 26 Ga. 5V Crimp Min 26 Ga. 5V Crimp over 1M2&qud; Plywood 04/122024 No Yes N/A +NG4F131.PSF 14 26 Ga. 5V Comp Min 26 Ga. 5V Crimp Rod Panel over 10 Wood 04/122024 No Yes N/A +N/AI Pwlins over 15MUqua; Plywood-156.5PSF is z6Ga. Guff Lok Min t6Ga. Gulf Lok ,6&qud;Wide Roof Panel over 041122024 Yes Yes N/A +WA/ 151328qud; Plywood-161.0PSF 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 16&quct; Wide Rod Panel over 04H22o24 No Yes N/A +N/A-63.5PSF 15n32aPlywood 17 28 Ga. GuttPBR Mn 266 Ga.. Gull PBR Rod Panel over 15/d2&qud; 04/122024 No Yes N/A +N/A/ Plywood-154.7PSF MSTC52 FL17244.26 ESR-3455 12/31/2020 MSTC52 FL10852.11 ESR-2105 12/31/2020 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A 1/1/2023 MTW12 FL17244.8 ESR-3455 12/31/2020 MTS12 FL10456.33 ESR-2613 12/31/2020 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.5 N/A 3/31/2021 MTW16 FL17244.8 ESR-3455 12/31/2020 MTS16 FL10456.34 ESR-2813 12/31/2020 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 WA 5/21/2022 MTW18 FL17244.8 ESR-3455 12/31/2020 MTS18 FL10456.35 ESR-2613 12/3l/2020 Commercial Concrete Products, Inc High Strength Concrete Lintels FL1774 N/A 5/25/2024 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 12l3l/2020 NFM35X12 FL578.2 Evaluation Report 12/3l/2020 MBHA3.56/11.25 FL13904.6 ESR-2616 12/31/2020 NFM35X16U FL578.3 Evaluation Report 12/31/2020 MBHA3.56/16 FL139M.6 ESR-2616 12/31/2020 PAU44 FL17239.13 ESR-3449 12/31/2020 HDU2-SDS2.5 FL10441.4 ESR-2330 12/31/2020 PAU66 FL17239.13 ESR-3449 12/31/2020 GLTV3.516 FL10667.8 ESR-2615 12l31/2020 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following i information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) --- - - -- - -- - -- --- -- ------- - �------ --- ------ ----- ---- - -------! - -- --_. ._-- _. _._.. -- -_ .__- _-_..._ __... .. __.__.. -_ -__. _.__._. -._,_---...._. !-_... ._-._.._ ._ ___. ...--- APPLICANT SIGNATURE DATE PHD2A _ _ FL17219.3 _ _ _ ER-0200 12/31/2020 FGTR FL11473.2 slM2oo802 12131/2020 PHXLJ3516 FL17241.20 _ _ _ _ _ _ _ ESR-3444 - 12/31/2020 CS16 FL10852.1 ESR-2105 12/31/2020 RFUS FL6223.5 Evaluation Report 12/31/2020 H1 FL10456.5 ESR-2613 12/31/2020 RS150 FL17244.27 ESR-3455 12/31/2020 H10 FL10456.6 ESR-2613 12/31/2020 RT15 FL17235.3 ESR-3448 12/31/2020 H10-2 FL10456.7 ESR-2513 12/31/2020------_-_-- RT16-2 FL17236.2 ESR-3448 12/31/2020 H10A FL10456.6 ESR-2813 12131/2020 RT16A FL17236.2 ESR-3448 12/31/2020 H3 FL10456.13 ESR-2813 12/31/2020 RTM FL17236.3 ESR-3448 12/31/2020 H4 FL10456.14 ESR-2813 12/3l/2020 RT4 FL17236.3 ESR-3448 12/31/2020 H5 FL10456.15 ESR-2813 12/31/2020 RT5 FL17236.3 ESR-3448 12/31/2020 H2.5 FL10456.11 ESR-2613 12/31/2020 RT7 FL17236.3 ESR-3448 12/31/2020 H2.5A FL10456.12 ESR-2813 12/3l/2020 RT7A FL17236.3 ESR-3448 12/31/2020 H8 FL11470.3 SIM200603 12/31/2020 RTSA FL17236.3 ESR-3448 12/31/2020 SP1 FL10456.41 ESR-2813 12/31/2020 SPT22 FL17244.30 ESR-3455 12/31/2020 SP2 FL10456.42 ESR-2813 12/31/2020 SPT24 FL17244.31 ESR-3455 12/31/2020 SP4 FL10456.43 ESR-2813 12/31/2020 SPT4 FL17244.32 ESR-3455 12/31/2020 SP6 FL10456.44 ESR-2613 12/3112020CD SPT6 FL17244.32 ESR-3455 12131/2020 SPS FL10456.45 ESR-2613 12/31/2020 SPT8 FL17244.32 ESR-3455 12/31/2020 SPH4 FL10456.46 ESR-2813 12/31/2020 SPTH4 FL17244.32 ESR-3455 12/31/2020 SPH6 FL10456.47 ESR-2613 02 12l31/20 SPTH6 _ -SPTH8 FL17244.32 ESR-3455 12/31/2020 SPH8 FL10456.48 ESR-2813 12/31/2020 FL17244.32 ESR-3455 12/31/2020 U24 FL10655.141 ESR-2549 12/31/2020 SUH24 FL17232.13 ESR-3445 12/31/2020 HHUS28-2 FL10855.3 ESR-2549 12131/2020 THD28 FL17232.16 ESR-3445 12/31/2020 HHUS410 FL10655.4 ESR-2549 12/31/2020 2 Florida Department of Business &Professional Regulation Page d2 Building Codes and Standards age 2of2 Product Approval Application Detail THD282 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 FL17232.16 ESR-3445 12/31/2020 HDQS-SDS3 FL10441.1 ESR-2330 12/31/2020 THD612 FL17232.16 ESR-3445 12/31/2020 MSTAM24 FL11473.19 SIM200802 12/31/2020 THDH414 FL17232.17 ESR-3445 12/31/2020 MSTAM36 FL11473.19 SIM200802 121311202_0 UGTS3F -___-- FL2033.1 Evaluation Report lidl/2020 MSTCM40 FL11473.19 SIM200802 12/31/2020 OusiM Assurance Aaarwed Tor Use Aooroved for Use Ijpgad gntan 1W Prodnut NOW. Number or Name Product Dmrlden Contract Enmiration Date In HV IZF Outside HVNZ Resin p 18 26 Ga. GulfPBR Min 26 Ga. GutfPSR Rod Panel over tx4 Wood 04/122024 Yes Yes N/A +N/A/ Purfinswar l552&quotPlywood -151.7PSF 18 26 Ga. Gu1IPSR Min 26 Ga. GuIfPBR war 15/32&qud; Plywood 04/1=024 Yes Yes N/A +N/A/ -154.7PSF 20 28 Ga. GulfPSR Mn 26 Go. GuffPBR over ix4 Wood Purlins over 04/122024 No Yes N/A +N/A/ 15)32&qud; Plywood-151.7PSF 21 26 Ga. GuIlRlb Min 26 Ga. GulfRib over 1x4 Wood Punlns over 04/122024 No Yes N/A +N/A/ 15/32&qud; Plywood-184.2PSF 22 26 Ga. GulfRib Min 26 Ga. GutRlb over 15M2&qud; Plywood 04/122024 No Yes N/A +N/A/ -159.2PSF 23 26 Ga. GulfRib Min 26 Ga. GulfRib over 15/32&qud; Plywood 04/122024 Yes Yes N/A +N/A/ -158. 24 28 Ga. Gu11Rib Min 28 Ga. Gu11Rib over iz4 Woad Purllns over 04/122024 Yes Yes N/A +N/A! 1552&qud; Plywood-164.2PSF 25 29 Ga. GuMRib Mn 29 Ga. GulfRib over 1x4 Wood Puriins over 04/122024 No Yes N/A +N/A/ 1552&qud; Plywood-123.5PSF 26 29 Go. Gulf% Mn 29 Ga. GuRRib over 15/32&qud; Plywood 04/122024 No Yes N/A +N/A/ -146.OPSF 27 29 Ga. GulfRib Mn 28 Ga. GuIlRlb over 10Wood Porlins over 04/122024 No Yes WA +WA/ 7H8&pldO.S.B. ; O.S.B.-101.OPSF 28 29 Ga. GulfRib Mn 29 Ga. GulfRib over 7H6&qud; O.S.B. 04/122024 No Yes N/A +N/AI -116.0PSF UPHD8 FL17219.5 ER-0200 12/31/2020 HHETA20 FL71473.9 SIM200802 12/31/2020 - - - LGT3-SDS2.5 FL11470.7 SIM200803 12/31/2020 _ _ - LGUM26-2 FL11473.12 SIM200802 12/31/2020 - - - - - - - - - - - - Search criteria Code Version: 2017 FL N: 11651 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Ouegty Assurance etity Contract Expired: ALL Product Model, Number or Name: ALL Product DesdiptloM ALL Approved for use In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistors: ALL Design Pressure: ALL Date From: ALL Date To: ALL SHEET PA 150 NO. � a ILL III �I 71 ■ Department of Business & Professional Regulation Pap i a 9 Building Codes and Standards 1211212DIS — Product Approval Application Detail 21&l EOLDL9L DAIL 2&k Rate Fend u limp Lu 3Ealonmmmagm aYialiallat FMCAeemvel ALaaula Am& RGVWM 2017 71wmFTru ConpaolMn Rick WALM LW" F. Schmitt. Pg. Ryon J. KkV, P.E. 101115WI7 07/122017 IBMWO17 12112E MT Approved Cal.gory: EldsAa Daat (419)2964740 PE-43409 (613)767.6565 subCwogory:&Hgag ExWW Dow Asswt.s" Adnv®NMdn'' moMams. ComDgma Method:&Sludon Raped from can Flordt"sold Rochbti or a LIamW Plante Prubbbnm ErgMw 2WWOLAMNMML Aaweendfar We Aeerevedfor LLU haNGL 21" Ge• Pradaat Y•dY. Numbw an ConinsetEralrefianDato In HVHZ Outside HVHZ !fit Pp 1 a. TMrmtTru Fbw-Clw* and Smooth-Str Nominal $Me*,$ Jkl" Jon-Impect8qual; Opaqua *31/= No law No WA Con"ale Edge Fewgbsa Single D- M,x ) No . sThemn Compoatlo Edge FMoron Single DIM D es prdsempNWaAro; X caaarabn) 9 I. Tow nwTru Fbr-Clasale and Smooth-81er Nmnkud 65=:B qud2lar Impadaquct: Gland 1203tI2M No Yea ND N91 Composts Edge Fiberglass Stela Dow PmmoinglOutemv. X mdows$on) 14 n. Thoma-Tlu Flbm-Clpdc rid Smowthother Narwhal 88099A 74oMmPec1&qud;olased 12/312020 No es No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 2 of 120r2020 Blot Praise DolocrIellon contrast JatdllaDBob InHVKZ Outside HV i ROW lalsllre 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 12/312020 No Yee No WA 14&3/4&qua;xSO&quot; NON -REINFORCED 2 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SGD OX XO, XX 12/312020 No Yes No WA 98&qud;x80&qucL NON -REINFORCED 3 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420ALUMINUM SOD REINFORCED OXO 12012020 No Yes No WA 1453/4&quet;X9S& riot 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX 12/3+2020 No Yes No WA XO, XX ouqurx88&quct 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED XXX 121312020 No Yes No WA Florida Dgw1me t of Business & PmbnWW Regulation Belong Codes and Standards Product Approval Appkatlon DoUN pap, a, law$ PLM/aL 4u Sob iloota glib go RoL.how Rob Bee 3m" asnrom[ goo m IndumA MM m lam mild" .Wow a riALLm d MOM MIN& PA mm 2017 CUMM DL%W oIAAM. la Deft class UL U c Ted Boson, PE 117302017 100a0017 12GVM? Appove0 cage.. ededrpoom, (641)491,2614 (3oa)eM47o7 subcabaa+V: Eslwbr oakewwwwnb ave.dedbaededosbya Cowpamw Water CanMe 1 LWk a UOV m Naa1YLimba6M 2YIIMAm AN®adhEME ALL■aa KMU ling !harm outIMOMLMMWJkMMKALOM ameou m mB ao ontombleoubb asiwmz gWdkmm NLxlNK ft 1 I 4W, 747, 727, 747, oat 647 akgb OW lease of Dane Phan, Mod, wed Lowwd 010 and post of /2131020211 Yes Yes Yes WA soma motel don. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pap 2 012 149=1 Getlt Ently or 20 am gate meta orb Brae mmmm NmmNOMa Contest Em nowt & U moo Widened ft imid tea Gbffdttd F&C AKmmtW A95roJaA a4ea RMslon 2017 MI VKndoas and Dons Brent Show Amenan Arohtedural Slmen M. I", PE 06042019 0a042019 ow?=19 Approved Catem: Vindoes (717)365.3300 Manu,actuners Assoeh9n (717)317-W4 Sracatepry: Fbr.d bnmgernitmlwd.cam Comparlee Msmod CatNcdim Mark a Listing lLat Product DemorlrMD fWNLAtanoa AONmladjatYs A99maclfor Um InolVilit outside gym l om golden assistant Protestant, 1 185 FIN 73 x 72 Insulated Guam 0411=023 NO Yes No +SW40 Floridan paw k tent of B Wrom & Pick*" l Regulation &"v Coda and Standards Product Approval AppNcal m D*UN Pap, of I venous alb aft a* no RmLbRAK Rik Bali YROM numb L a■m faminLAMM Ydamdk mimm .WNW fWL&UMmi A■■aa AMR Re Will 2017 nownw-Tru Capma&n loot YabY Lrdm F. wwft PT_ Raw J. IOq, P.E. lone2M7 110"Sw7 102112017 IV12017 Approee0 Delaamrt OrMbrDOom, (41%2N-1740 PE-4340 (813)767.OW OWMR" rr:INwb q-oilier DomAmffMn AolevOmeld0omw00nY. Despatnba Naiad: maksom Aaponseem a eom FW&R1all 'Amhbd or a Wanted FlowYa Phosom" Engow j Esw:amrl� ''aoaLAsilsss AsmablJMn Aoo�iYL learn gill■ atLt laadRllMllm a�OtaeasatRllL man 2ddk aR BLlui aRLmat 1 a6quotFMnCballo:prot.&*041 aotlMW&Wat. 6ap9,8&pati peanspot Olmd Asglnt IX31=1 NO Yes Yet WA agotcroslaCratipmt aBpatGeeoieCralt OkWe Dar-ppknwesgaOutwdnp C-Mwaam Rm&tglat Floride Dstwlnwnt of BNinew & Probasiorlal Regulation Pap / of I B ldrg Coda and Standards law$ Product Approval Application Detail PL&tS 2m Sob atria am Ore Bbbook Qm man NEW moOrai Gomm aanMNALMi Nddom.at !Flirt allow ffilAtmal Ann" Sam AaelalOn 2017 James Ibaes aleero PrOeteM, k o. PYpkog tau Renew I. ogoss Jam SWAM, PA. gY1a0:M7 06011N1017 seem? 100102017 Approved contain Palms Wale (909) 3K-20n7 PE44121 (SM 367-ON 9raDeaSegc Slag �W co o el Wands amounts"Rtpett tom a dM.oan FkMWS RagMb —ArdaW a a UmwW Flm 'i ProAleeraW l3igeaer !'I�fYalleaib smdk nave !t■aLbLIMn &NUEIALMM hail Rein alitf amtidhanndat setlora■aNrospm 11111 i gddk fOR Bohm toelat 2 HodbPlmk lop plea al.pwawru lap afaq 17131r1Mo Yes Yw WA WA Florida Department of Business & Professional Regulation P4030re Building Codes and Standards 12/122016 Product Approval Application Detail LMaL Ent[W or 2AM 29L Data28dlaa 2111 I7INL Ytalm Y1Mam5ti gMist Endn.waLawe Vaeldeleda yalgmW AWOW a A,—,,d Awn RWAdw 2017 Thsrme-Tnl Cwpwdon Pork VIA" Lyndm F. Sdmldl, Pg. No J. King. P.E. 12N32017 12M3MI7 12212M7 02M32M8 Apprw*d Cstegory: Ededor Dais (418) 296.1740 PE43409 (013) 767-836a eubCategory. 11MMOgExtehs, DOW AesamYaa &*WOWWgwrnednmb. Compliance Method: EVWWMO" ROW from a a+a Flo Ide ROWKW Ardesd or a Licensed F)odds ProbadorW EngLYw OuYiN Aeew — Aeorooedfw Uee Aweeeedfor Use law Dinsim a■.t Prod.d Ynd.i. Nr.r,br sNan. Ea01aLgLatlnmU&k MJa>Qla; Outside HVWZ aMimat Eagan 1 a. The ontTru Aber-Claosk said SmalRStr ; OpnpY 12011=1 No Yes No NA Composite EdgeTlotf DIM Fbrkha Depwbrwlt of Business & Probational Regulation papa / a I &MM codes and StarWerds Product Approval Application DetN BtlaafAffi SUM NsaLK Are gab DOL3l0ms gee Bee No" lb dB Roam ModUKAMM Immmu at MELOma *lute EWAMM" A0o■m AMR Rovsea 2017 CWW &Ong ft*Ab Caere" Me* VVaeYlep ImwYkTeMiq "Mien NA, cry now 112aa017 060102017 120a20+7 Approved CIN@W. 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Applladw Detail dtit>ad! 2ae nmkLs[ gill no Wbbo" lbb Ban Mimi= INWMllm Gomm loiNNALIMMs Xdidum milod AdO W algdaad Aowaa ama Ro" Ma 21117 Jaoed nlwdb LMIaq Prodwss, Ism Pakistani; Zhu RMM L O■as Jdn paahad, P.E 00060M7 oommil 0612 2017 100PI021HI7 Appeased colgayt Postal Wale (9M)3agagir PE24+21 (3&Q 367,2S/S BWCabpwr: sldkq pkw*wgpzhu mesMr CompOmmaps EvMrWm Rapmtose dbmn Fl rile RspYYleedArt' - ' ar a * - FbAds Acko MEn~ amishmLblba 9mokAAe A■■aalaau &2mmmuKmm alum OeW out AL moaNLREShmn 200maxm■gm ININVIC 90MMLm axiom lama 2 lwdbPYdi LAp Blaq +MsecenYM lop skiing 123/2M0 Yes Yw WA NA amial" ram Ban 3Edt IKVAu w Ravbbn 2017 Thrm►Tnl Carpas5m Calapry: Is '. Dow ateaearsmr: aatrakp &dwbr DmAwwrM a COMPEa Wand DerWloeatn Madr a LMaq afinmanumisom litam Ia ✓ m,Ygedt anrd KLquttae a sou by Florida DeporNlwt of &Alma & Rok= W Regulation pope i al Building cads. and Staff Iaaws Product Approval AppNaadw Detail NaNLLaL a* Rm DMLBNOB Rm go" aometaLNie m illu t y W arlolNa 1lgANOW hoo ml AMR NidnWftht NetlaW AawadWm& Rym J. lang, P.E. 12111002077 o9r rm? 121J212017 Approved (410)N6/740 Wtiaan+anl koraute (813)7W4MM Cash gwmLAWOb A■ea0.lorJYL A■■MUKIM in" gift em*NLDNlddm Suitt a6at0R amikkI Boom ftL " MIN BDcpapaaa ObmFEwomomwlh 12a1f102+ No Yes lit NM rid v45neut aeaelw. kawkp aed oulMMg Florlds Dep wbTm t of &ninon & Proladw Regulation Page, a, Building Coda and Standards ,saws Product Approval Application Detail FLRUWSM grit tight$ Rik gib Rlbal�a gilt Bali 3&MIM ■cache glow LMMeALMen Ndgil Je( YtaLrW alaaNaa IwL inel at■sa son RFAmm 2g17 Obm BUMI Pm,dwea Ca r"M Musk VaamNM krtwbk Teseng ewelm all Oerypbmdar 110101021017 Om+N10+7 124)Mi? 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MMV Florida Deparbrwt of B sirs & Piobuiorml Regulation Bulift Codes and Standards Product Approval AppN, 11, Detail Pep, a 1 lams allow sett &am gab Reg ROLe■a■ Rib Ba Now mumb9 sat Rode AMANWAML m(INa maa lEilaba Egood IWAN s d A■■aa Ewa Re mu 2017 Coda", Laq Pm*"Cmtpwq Ywk VVMmiaM alwss To" Bents"till, Oarypkwlar lif.Vm17 olmorml7 12005=7 Approved C. 0": IF ' Doom (513)TM4M4 tea (513)51945M IdCMvwr.$@dWWl5rlrINDMA WWW aatab4a+dadoprJAa++ CaapRa Msabte CwanlWbn York a LMag asisnaLboaft aaatAsNr■N Assm�[.iML A■■mllh[IW !•■a ➢elm out Gsa■RaaMYt Geasmaahaatglln ban gmlaLtOtR anwo aRa M 0MW648 PAN.2FIM:73,75, 04A. 94.42.48,421% 4M Wald Pan (nor. 26 pa) ft*WCw(up to WWwka) MR+20N No Yed No +31 PSF142 4Ra7. NW. Goof, ORM, AR66. ®M VOCCODEM74; alb GMP Dom PW Fiords Dgmbywd of Buskws & Probook)inal Regulation Page, al Building Coda and Standards looms Product Approval Appkedon Dsbfl 1'iYilNt Sell Balks 2m Rm MdLl■an 20 mn mask■ a miim ■ Gemr SMONLAIMM idido at NddmW swilled 2WLANnoa at■aa alma ResWan 2017 POT kwuwin DwnRuwk YwfhamaaCCO-CB% KlUn t, eBOOO-VAL 122051017 12M@W7 12115r1017 Approved Colnery Vaindorm, (941) 4"00 (780) si"M &Vbcmbpw ski* HWV Deap&es Me&ed: Caelbe&n Mesa or LYaq aAakaLblift 9MO kAnY AiadbtlM A■■mdaLun amsa 21" Aug EMASLOS ddo gooNLanbasma m km= Q N ILHM noma .Ram■ 7 044aM Most Yale bras* Wall w4b W" Vh dw 07gOr10N Yes Yes, Yw MR Florida DepaNrwk of Buslnm & Pmfaaiormi Regulation Building Codas and Standards ,anwg Product Approval Application Detail RAN"bl foal 10OLN Rik gm DeLb is Rik Ban IEMW re1MNi glrnr amhmLa MNL IINMOK at IElama ltaeLa ficAmmid aamod a" RnYht 2017 POT kwus 1n DSMRuwk YwKDedt ROOD -CBR goomioadeaCCo-VAL 12106=7 11/152017 1200012111117 Approved DeYpery: 1111nd0aq (Mi) 4"00 (/M) 315*M aenbDexeawY Mroine &UwkopplbduwbL a cons ants, anatk CMYIa1m Mok a LW M 9fmi31 iu ate DAN Am AumaibLun amonnibLon in" aNln fed! 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P.E. 10004=17 110111113011017 /0/+1=7 12012017 Approved (3'3g)922R3M PE43409 (513)797.ON mhompednaalMds.00m gMdkAm AOMWABLft AMEMMLI ft hand Oral amooLlbind 20mismtM mtwm 2alMLM NeN1Lm 2s Vat or Bald vkm$am 120312020 No Yea No WA Floride DapaM7wtt of Bwinm & Profseslonal Regulation p4I a l Building coda and Standards looms Product Approval Apoked n Detail aidatiaffi gob trtr lam ate MoLboa■ RILL mn 3mom Modo m Gomm ZNNNLLLk ■ 3NIMMUM ordained aiba ZWA■MO Agoom ads Rai . 2017 ThwnwTw P. - I n RadiVVApkt NdbW AONedbW A Ryan J. King, P.E. 122&Q017 ON212017 121l11J017 Approved Cahoot: Is - - rDoom, (410)2WI740 klornpanba kn eAR 013)7874ON a $WjW p loOedrpoorAwsmDlw Adoe mmamb. Cw#lm MmNadrCweabn MrkorU@ft coin aAlandiamdm QMWXALILoe■ atmmmLw-IMn A■■ ktkl" beet 21ME am Eat ieasma.ra=am laaAOR IDaxI0aJ0am nablsa 1'oYora 6 •. iquN;ataedn•abraquot aed aqu*awYVm* by M • 4 w Opmpre and ebsd FOrpYae Der seen 12031=1 No Yw No NM Tans-Towboloot rgwNa OftftL' --wk Oubwkq Florida Departrmd of Business & Professional Regulation Page I a I Balding Codes and Standards looms Product Approval Application Detail d�tAt ant aorta no no Raabv" am Bess 2■W ttmdbbb[ 2009 mm*M &L bOe M dom La( Ndift amwom amas um A■■sd aa" Rolm n 2017 POThoom tarn Roark kNW4006 9=-CBt YamHDede 0=-VAL 120001017 11R62w7 12=011,17 Appoved Detester: Dbrbrowes 041) 4804100 (7M) 316wNO tWCObgar: Oft Enmilor DoaAeeaos&t dhiallr( Iebbt.Otnnn rkn Nmoak&rk OWNatenMedraLM4 BARttiLemdom gmdkAb AMMMML AN ALommiffiNt born ➢nos■ slat ameNLRONd" abmotimi■aalle NtaaNR aabidkmm BEY Imo■ 10 SGD4570 (Lwgo Mem k+pao 2 Vkryl SUM (Mm Dar 041442M1 Yes, yes Yw WA Florids Dawbro sat of Buskim & PmfaosW l Regulation Pap, a i Building codes and Standards lm m+s Product Approval Application DoW Plato an an& aalta Alb lint 20LBtau 211E in MINN m mumm Gent ANbuLALMLNL mmmoom 3 dg" amend EIRAMMMI At■a0 own ReWWas 2017 Cknpay Rd" Reerab CW"W Mtw MMlwI kftftk T*dM§ Sorlase NA. 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OWMMI7 MDaQ017 082erp17 100,102017 Approved Cetegmr: PMYVINY (OW 349.2W PE-2N21 (302) w4sw gskargwy: sksa vkq+ans.AVANwwhm compow"wasoodsE"kWdonRapattarea daxoom Flared Replanted Aalaad as Lkraed FIN PltMesbnY EM~ eAMULuboba g(NaLhm an■otamAR as®rtaLilr had■ gilt anst emboLumbL000LKBI= BaauRINOWN SemmukobwaR Is WAR adgki aR aLmmt aRSLms 1 CUR** LAP aat9 Ibpanant lap so" 13r31rim Yes Yet NIA NIA Florida DepaMrrt of Business & Prohaionot Regulation Building Coda and Standards Product Approval ApOkation Detail Papua+ +onto GeN Room lift Rm aging" gib man MEMO abo&dm gowm as m dmdm b Ndima AdmiNMd Iagltr od Atria abhat RteYlon 2017 AWN Nldn Tbww m Lism m F. Sdstddl P.E. Rym J. King, P.E. 1094=7 I&M=17 INI12M7 12n20017 Apprtad assassin Palms VVaa (W N2- M9 PE13409 (613) 7674YN aaDeklaa+Vt Stab MwnpsaradeMeam Cow#NmmMwm,t Eva% M Reed tan a Film RogMmdAataed as Lloraed Flo Pnaboft Ergkaa fLeULUALbomm IIANIdt An tM! Ao lML ha■m geed ant Geg■ta mon2re aLa04R ahaMULaNilR aMYMg aRL■t 2 b. OgnmJlasnnaToaquat Sam WaaswvbABola 12e12M0 No Y40 No WA s _ Ca O � U .� La CD�- 0 n0 O O C L_ Q O O U_ .� O ICU O Cn O CU Q 0 in r_ �J U Cn 0 CD U) CV ■� O L Q CIO -4--1 C'L < C U O UCL L V �W '^ V! CIO W W Q Z Z Q _ _I a. SHEET NO. PA 1,1, Wodw=.`e__- ! 1,D 1111: 1.1 _ _ ..- L... - iY ._ ,...�.L �.... _ _ - lY. Y 1 .1,. AL— .1LA- J�&...il,�. L..L.. JL:.3.-Ili __ _ - --.r.�L.l .� 1.-.e.... -a.asuY —4_— Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 3 of 3 lr4=20 229 lllYl{Y.Y[ Brost 21M mm.PMUNM mm bw Version Mtm S l ull Vom".d as yyidabyq BOOM PSC Asecroval Aeprsysd Imbm Revision 2017 GAF Michael Stich Robert Niemken John W. Move ich, PE 12M V2019 12/112019 12111112019 ding FSC Appn Category: Roofing (800) IW3411 PE•59168 (954) 772-M4 9mdmCatepory: Asphalt 9langies matiaholgd.cam CORONS die Method: Evaluation Report tan a Florida Registered Atchrrad or a Licensed Florida Professional Engineer aMMy,AOBea Amovedfor Use Accroved for Use mad 21ft 129A Product Mocial. Nuffobw or Name In HVHZ atiWtle.HVKz assistant Post- 1 GAF Asphalt Roof Shingles Fiberglass rekttaeed 34ab, le"ded, Mat, end 121162022 No Yea N/A WA hlpiridge asphalt shingles Florida Deparinant of Bisksss & Pntfeselonal Regulation Building Codes and Standards Product ApprovalApp", 0, Detal d� BM mums Arm mko= faMMt LemeiAJila! rWNM WIT LV. Thw"m, bonder Thamgal Am hftck l TonticWYbnn ?dowry R Preat MMWcmpwwcrAmoo) (413)2404M PE-741021 Cesagwy: 111, lI .Nrt1 SubCa%oWyr+ RaaI -Accessories plat an an klM0 PaddalRwo "am CompNom WOW: EwbMkc ReW *am a PAft RegWwed Arditd or a Lbassed Fbrbn Prpfaeslonlala ,' agioubfiLBMAM Sae BidoLom BMAN LROMM a 3 TAMCOWdOp ROOVadWOBanta 26OLSN*f*O semeMorwbh blagmWad belle Papidl tames gal mtt RrLnodae life JhWmilt minuet AdEd W akCAMmY AooMmd adM Loan0 100/82017 11011101111017 100`1712017 121121211117 Approval (334) 3061000 sammlOtdmYmra AMImnLlaaim Ao®migL t Io1M malt gm*NLMNmdooao bL B gllmmLms Bohm a90aMlMa 0&p92@6 Yes YM )MA NIA Florida Departillent of Business & Professional Regulation Page 1 d2 Building Codes and Standards +rmeo20 Product Approval Application Detail Sale EnEW or gtt aft m4 Bmuta Brit lye! Vandon Manufackerar calmMi 12Kd—aLIl vaamaeaM YYY9da &maned Z§QbgBmmL Aagmand &ton Revision 2017 Soul Roofing Anderson Roan IAPMO Uniform Evaluation Gary W. Wader 10/1820/7 10062017 10212017 Approved Category: Roofing (80/)3804MI Services LLC. (205)854-0100 Subcategory: Roofing Toes RebirrAndersonQbcraLoo Compkanoa Method: Evaluation Report Rom a rn Product Evaluation Entry . - - elite PreduzYrW.NuroererrNane Quality Awkwansecat Aftoraved for Use IO.NVHZ Aoowvadfor Use Outside HVHZ 110R29 Rome" 219M Enmm S y sum Me 0, es 17 Swony 900 - Ccu tq Sate, Hartford Slats, Snake, Sate, Flat P . tookton, CA 12,11=0 No Yes N/A WA W dtl English Thatch IS Saxony 900 - Cauatry Side, forces, &amp: Sate Flat Profile - Henderson. NV 12r3 2:020 No Yes N/A WA 19 Saxony 900 -CcuMry Sate, Shake, Seta &amp; spot Flat Profile - Lake We[.* FL 12Q12020 No Yes N/A WA Shake 20 Saxon 900 - Strike &amp; See FIa PrOMe - L.Uvop, CA 12/31,7020 No Yes N/A WA um e- mu es N/A WA 28 Vaa 900 medium Prone - Lake Wags, FL 12/31l2020 No Yes N/A WA Florida Department of Business & Professional Regulation P.O. 1 of Building Cores and Standards lr"2o Product Approval Application Detail sac ! ono die posltrm Bit Brat VKda0 Mtn Sao{bd EalatMi.YoeDa Vetlrbtadb YMpygpjoiagoolso PBC AaorovN Anortnrd MtLL RwAslon 2017 TAMKO Building Products, Inc. Kerri Eden Zachary R. Priest Locks Bowden P.E. 10/19M17 10105/2017 10202017 12M212017 Approved Category: Roofing (417) 624-6644 PE-74021 (334) 300.1800 AACatepory: Undahyrnads kerrt_edenQtYMro.can Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 91mWtLArlelara AlblmmIIfor lau hull RIMt Florlde Deperlrwd of Business & Protassionud Regpledon P.P l art &**V Coda and Standards Imam Product Approval Appkatlmn Detati 6dMy�i glue lkBifst as gmk RYttENbt Ralf BM mmdn mmuka M goWt inauLalm YtIOMlL 1BidaIW BldmrW MCAN909 aMood AMR PA, Mike 2017 LV. Therpboe. Ism doe Thonpam Amhkod s Toy awkmm 2adwryR Pbat Laid Bw.bm 10n02017 10n02017 10117MM7 12/12/2w7 Apprwsad MOO Campeny (TAMOO) (811)24a-a400 PE74021 (334) 300.1SW CdNpay- ROM* �q.awn Mde)WagWy: RpoiMg Aammorl.alM w en Yb9 Padaflaw R1ae1g%dam Caarpbamea mso" eAketim Rwd*ot a Fiords Re04bwd Ardewl or a Llpwleed PoolMa protocol, E+pll+ur ngmmhmLblma Aorta am mmtkuke how 2i t AKI EMOOLligildbOAKRYAM Emamummdia Mlaaw it = aria& = Sam" PMaa 4 TAMCO Round Tap MWP Vat wlh Baala for TIM 26 Ba seses mot vwdMwarea boB oom a2e2Q 6 Yes Yes WA WA Florida Departrnert of Business & Professional Regulation Pap + oft Building Codes and Standards +202010 Product Approval Application Detail Goa rlmcg Bee Bit mkPaOa Butt mm Version MYnufactlener contact Eurum & liner Vrld lad AN yr liRtm &6,0,d PIIs:atmnl A—ved MtOt Revision 2017 Globs Protection Products, LLC. Tun Robinson Walter A- TOM Jr.. P.E. John W. Knezevloh, PE 0111082017 08012017 09H 12017 12h22017 Approved Category: Eaten (954) 869.7545 PE-44167 (954) 7724224 Subcategory: Sam Panels tan.rebkhwn�WpeM.Carn Compliance Method: Evaluation Replan tan a Fketds Reglatared Amhkect or a licensed Florida Professions Engineer Geller Asawwka, _ AcaroadtaLyB ApprovedfarUes hnwa firm& Ire Proact Yodet. Nnnbw or rbnhe gQggg(gg 1alOda 8t�td Emmlm 1 20 Gage Galvanized Sorel Srvm PaneeMVHZ Cmugated Galvanized Seel Storm Panels retained 12012020 Yes Yes Yes WA a net by tacks, to provide hurricane protection. 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