Loading...
HomeMy WebLinkAbout39862 Dawson Chase Dr"ILL WORK �I�A COMPLY N(3 DODE,R�AILING ':OBE .; IONAL ELECTRIC CODE,_ AND THE CITY OF�E.iPliYRHLLS ORDINANCES +� ®� sd i� REVIEW DATD CITY OF ZEPH�HIL PLAN EXAM IER ABBREVIATIONS AB orAB. Anchor Bolt FIX or FXD Fixed PWDR or Pwd. Powder Room ABV or Abv. Above FUR or Fir. Floor RA or R/A or R.A. Return Air AC or A/C Air -Conditioner FLR SYS or Fir Sys Floor System RAD or Red. Radius ADJ orADJ. Adjustable FOM or F.O.M. Face Of Masonry RAG or Rag. Return Air Grill AFF or A.F.F. Above Finished Floor FP or F.P. Fireplace REC or Rec. Recessed AHU or A.H.U. Air Handler Unit FIR DR French Door RECEPT Receptacle ALT or ALT. Ntemate FRT Front REF or Ref. Refrigerator BC Base Cabinet FT or Ft Foot/ Feet REINF Reinforcing BF Blold Door FTG or Ftg. Footing REQD or Req'd. Required BK SH or Bk Sh BookShelf FXD GL Fixed Glass RM or Rm. Room BLK or BLK. Block GALV or Galy. Galvanized RND or Rnd. Round BLW or BLW. Below GC or G.C. General Contractor RO or R.O. Rough Opening BM or Bm. Beam GFI or G.F.I. Ground Fault Interrupter RS, R/S, R/SH or R&S Rod and Shelf BOT or Bot Bottom GT or G.T. Girder Truss SD or SD. Smoke Detector BP or B.P. Bypass (door) GYP BD or Gyp. Bd. Gypsum Board SGD Sliding Glass Door BRG or BRG. Bearing HB Hose Bibb SH or Sh. Shelves C Carpet HDR or Hdr. Header SHT Sheet CAB Cabinet HGT or Hgt Height SHWR or Shwr. Shower CIR or Cir. Circle HH or H.H. Hand Held (plumbing faucet) SL or S.L. Side Lights CJ or C/J Control Joint HORV Horizontal SPECS or SPECS. Specifications CLG or Clg. Ceiling HS Hard Surface (flooring) SPF or S.P.F. Spruce Pine Fir CMU Concrete Masonry Unit ILO In Lieu Of SO FT or SF or S.F. Square Foot (feet) COFF or Cuff. 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 KNVALL or KMfall 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 Latin. 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 ON. Double MAS or Mas. Masonry TOP or T.O.P. Top of Plate DCF Decorative Cenentitious Finish MAX or Max Maximum TP Toilet Paper Holder DEC or Dec. Decorative MC Medicine Cabinet TR Towel Ring DED or Ded. Dedicated (outlet) MFR or Mfr. Manufacturer TRANS WDW or Trans. Transom Window DIA or Dia. Diameter MGT Management (room) TYP or Typ. Typical DISP or Disp. Disposal MIN or Min Minimum UC or u.c. Under Counter DIST or Dist Distance MIR or Mir. Mirror UCL Under Cabinet Lighting DMF Decorative Masonry Finish ML or M.L. Microlam LINO or U.N.O. Unless Noted Otherwise DS or D.S. Drawer Stack MONO or Mono Monolithic V or v. Valve (shower or tub/shower) DTL Detail 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 OVP or D.V.P. Diverter Valve (plumbing) OE or O.E. Owners Entry VL or V.L. Versalam DW or D.W. Dishwasher OPNG or Opn'g. Opening VTR Vent through Roof 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 PIED or Ped. Pedestal WA or WA. Wedge Anchor EQ Equal PH Phone WC or WC or W.C. Water Closet (toilet) EW or E.W. Each Way PKT or Pkt. Pocket (Door) WD or Wd Wood EXP or Exp. Expansion PL or P.L. Parallam WDW HDR or WDW. HDR Window Header EXT or Ext. Exterior PLF Pounds per linear foot WH or W.H. Water Heater FBC Florida Building Code PLNT SHLF or Pit. Sh. Plant Shelf WIC or W.I.C. Walk-in Closet FDN or Fdn. Foundation PLT HT or Pit. Ht. Plate Height WM or W.M. Wail 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. Flr. Finished Floor PW or P.W. Pre -wire WWF Welded Wire Fabric (Mesh) PLAN REVISIONS DATE VERSION DESCRIPTION 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 12-28-17 3.00 FRAME -WALK REVISIONS 2017 FBC UPDATES a000000 I LENN/%R� 1551 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S31M MONO DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 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 titieblock 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. 0 a 0 0 U z z n z g a N z cD 0 N c to _� U lQ u U • Q 9A N N t Z ul LLM s n, _- r To the best of the Engineer's knowledge, infomtatlon 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 Engineers signature and seal. o M ii _J p zo }m �e = 3 o Z Fc0 - o E t 0!1 gZ g f0 �C a o z YZZ m g O Z 3 8W �8 N LL Z 22 = ? z co � Zh6 U 3 �O 0 >M L ' j T O ,..� CO O a. (D m v 0 1� ~ W 3 T Q a) T� N r r ui r 0000 0) T T- M M c Z O C N O Z a E ro U Q p _J JOB NO : 19-5898 SCALE : AS NOTED SHEET NO. C S A H.B.S3 O TYP @ 1 STORY 25-SH LIIIIIIIIIC111IIIIIII.]IIIIIIC]IIIIIIIIII��I�IIIIC]IIIIIIIIIIIIIIIICl1I111111111I1111C]�I_IIIIIIIIIIIC]III11111_.11IIIIIC]IIIIIIIIIIIIIIIIC]11111111111111111� ■i O �� _ .. _ • - = - • . _ Oil 0 LOWN j�■��� .1 . ;���� I Rome SHOWEII 1 ' �F 91'%.1 ,UI --- KIM OWNER'S Uralic*: BEDROOM 2 ^ SUITE . . 1 'r�l■■�, 1 •'- u CARPET u CARPET• • , 7 .' , ..: I I - __ _ low ® CARPET = •.:/ TYP . - ■n, ,,uvarsna•nasaaa•aur �+ _ _�_ im �_HT���I, - �11111111111C]IIIIIIIIIIL ' I ■__■' Q • •. CAFE 1■■■ICARPET • BUILDER TO PROVIDE 5-T. • • • i1■■■' APPLIANCE m II: ICI Z PROTECTION rD NONNI REQUIRED PER FBC C !NEE ENTRY - _ _ • rM �! II I l. Al ■■■��■_� • lu ■■■��� • OF BEYOND , OPT. • • O DEEP >THRU -DRYERVENT 2 CAR GARAGE WALL ==!!T1l ow" , HANSON BOX _ I.r - NONE- - - - ' - - �.LaR1l�l'.1�ii�'.7: ■■��■■■ ■a. ■■ ■ ■�rA�■�■■ Jz Cj ■��� . ____ �JIIIIIIIIC]iI111111I:�11I1IIC]IIIIIIIIII��fIiI111C]IIIIIIIIIIIIIIIIC)1111111111111111C]IIIIIIIIIIIIIIIIC]IIIIIIIIIIIIII::IIIIIIIIIIIIIIIIIIIL� A S3 TYP @ 1 STORY !D$i➢ HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1 /2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1 /4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) -1 3/4" X 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 4 S.H. 13 20X38J 18JX37j S.H. 14 20X501 184X50 S.H. 15 20 X 63 18 j X 62 J S.H. 16 20X72 184X71 j S.H. 11-12 271/4X26 26X25 S.H. 11-113 271/4X381 26x37 S.H. 1 H4 27 4 X 50 i 26 x 50 S.H. 11-15 27jX63 26X621/2 S.H. 1H6 27jX72 26X711/2 S.H. 22 37 J X 26 36 j X 25 1/2 S.H. 23 37 � X 38 � 36 } X 37 3/4 S.H. 24 37 j X 50 1 36 j X 50 S.H. 25 37 J X 63 36 � X 621 /2 S.H. 26 37 JX 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 } X 25 } S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 524 X 62 } S.H. 36 54 X 72 521 X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General Notes R302.5 Dwelling/Garage Opening/Penetration Protection. Opening and penetrations through walls or ceilings separating the dwelling from the garage shall be in accordance with sections R302.5.1 through R302.5.3. R302.5.1 Opening Protection. Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. R302.5.2 Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. R302.5.3 Other Penetrations. Penetrations through the separation required in Section R302.6 shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the top of the sill of an operable window is located less than 24 inches (610 mm) above the finished floor and greater than 72 inches (1829 mm) above the finished grade or other surface below on the exterior of the building, the operable window shall comply with one of the following: 1. Operable Windows with openings that will not allow a 4-inch-diameter (102 mm) sphere to pass through the opening where the opening is in its largest opened position. 2. Operable windows that are provided with window fall prevention devices that comply with ASTM F2090. 3. Operable windows that are provided with window opening control devices that comply with Section R312.2.2. Chapter 45 Private Swimming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work, Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" AA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 O +28.3 / -36.4 DE +26.6 / -28.0 O +26.6 / -32.2 OG SEE SN SHEET 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 'IIIIIIIIIIIIIIIII - .•, 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 "A111 1ST FLOOR LIVING AREA 1555 LIVING TOTAL 1555 GARAGE 408 FRONT ENTRY 45 TOTAL AREA 2008 INSULATION REQ. EXT CONC WALL I R-4.1 HIGH PERM EXT FRAME 2 x 4 1 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 1 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 0 0 z � z Q ll N D IN0 _z W p 0 U Q 0 LU c C) 0c � N N 42 Az a w.woo tu k Z <+ LLM -- �, CIO P � CN 60YS ' 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 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal: CID M w LL E zo 5 ,W ao Qg � 8 rd oa DU Oo N E o gZ wy$ O EZ tx� �- (� CY a0 m0 2LL zz Z �+ 8 aZ W� N CID il�d chi 3 c O 0 > M L j r 0 i� C) U CN ° m � ~ t 3 U / ■ LO L0 T to N r T E 1. T T c Z N i� E 0 ? c a E a3 U JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. 1.0 7 r, _ , �- � - 4 00 MIRROR 8'-0' BATH 2 III L71---j KITCHEN ISLAND C OWNER'S BATHROOM 5'-0" �4 T i ri 1 Ch Cfl G) O CV rb OPT. REF. Cn KITCHEN T L R co CN HOOD N RANGE KITCHEN INTERIOR ELEVATIONS SCALE:1/2"=1'-O" I H 0 CO 0 0 O zZ� z g a U)vj Z � 0 by N � —. U • N =J ,ng �0 W a yLLil v :, a 0�' - a w W a ��-/A LU, ti •� pn- To the best of the Engineer's knowledge, infomiadon and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. � w Q LJL. 0 a� �_� gym E U ITrd �z §, 0a � 9 z $ f0 N E o �o °dz o z Wzzi io r0 co � m� O g1 2 W w� �W J $ p old 0 =0 fn cf) L > > r 0 N 0 a. m c r M r r/ LO r r 00 N r E z � r- c• r M C` r- 0 Z c 0- E 0 c a; U Q p c JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. 2.0 W3 n V G 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1" x 9" SMOOTH TEXTURED HEAD/BAND TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 1d•7T� 12 5� 4' RIDGE VENT 12 5 HEEL 12 �5 I�iaTill --------HDRHGT --------F.FL. T-0 i i i i TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) i i r i i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- k N 2'-0" FRONT ELEVATION - Al SCALE: 1/4"=V-0" RIGHT ELEVATION - Al SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two eats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) Is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO, IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 $0. IN. OF NET FREE AREA / SO. FT. 0 0 0 0 z_ z z g Q V a � N 0 CS ziLU m �e C) < 7:4 N � N q �2 N V W g a Lu Z m� on �uii,,� W N 6 'fljt111111\`��\\\ To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with tine 2017 Florida Building Code - Residential ath Edition. Engineers signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. co 0 W Q21 U_ 0 E U m k0 �o oa g N y6O 6a 0 `o WiWz Ktq w0 z f0 tp C z '0 U)U W rJ a MJ zl�a U 3 c 0 0 L >M ^L, W\ � / > T 0 �1 0 ED c ~ 3 L J ccT ■T� T_ T L0 op pN T^ E T M ' c Z c a� E 0 cg � 10 ui Q p c 3 .10B NO: 19-5898 SCALE : AS NOTED SHEET NO. 3.1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --------------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS 12 5� — — — — — EXTSNDE-l— --� OVERHANG TO BE CENTERED ON DOOR 12 �5 T.O.M. —�------- 1t0 ZC�------- HDRHGT ----------------------------------- F.FL. 12 �5 19' RIDGE VENT 0 ED 4 F_ REAR ELEVATION — Al T.O. TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS 2'-0" FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (TYP.) BO -------------- F.FL. LEFT ELEVATION — Al 1/4"= General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWNG VALUES, SEE ROOF PLAN"' (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. a 0 0 0 0 o z z a 8 N c9 U 0 w V1 Ln C_U m /Z N A LY �W U< Q ' 0. lo���\\�� To the hest of the Engineers knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. �p M w Q E E N zW�� a ff ZZQo 6 N 30 z H� � M a. aa62 U z 2 LE r o aGo C� m0 z (n C N J VY m 0 Zz wm 8� i y �o W � a U ;LL a mw _ �K Milli "� k�� 0 �Io L= r sY' il�d L) 3 c 0 B >M L ' j T 0 ool1 U) 0 C m� N ~ c go 3 7- U) tv 0 v_ LO T CN T CID 0000 N T 6 T M (M ' O ^ c Z z a E 0 Q p JOB NO : 19-5898 SCALE : AS NOTED SHEET NO. 3.2 VARIES 1'-10" 1" CAP CAP 2" 2" "NOTE: 1„ N iv FOAM TO BE USED 1" RADIUS ih a ONLY WHEN a 1/2" RADIUS REQUIRED BY ^ a 31/2" RADIUS m = COMMUNITY ~� 1'- rHv N. ; SPECS. IF NOT, 004 3!4" RADIUS 4 A -*CD � DETAIL TO BE 1" 2" OPENING VARIES 2" 2" 111 1„13 N BUILT W/ STUCCO. 1" 4" VARIES a 1/2" RADIUS 1" 1" � EDGE OF r>a tiN 1" OPENING VARIES 11�" a Q 2j" VARIES 1" VARIES 1„ 11 All 1" 1 1/2" RADIUS " " 2" 4" � � _ � 21/2" RADIUS � 4 L o _ v a _ VARIES 1 11 N `° �N 3"" BASE BASE � 1" 1" 11_811 T �11 / • 351 0 11 Z "NOTE: VARIES 8" 2" Zga S z FOAM TO BE USED a 8 3„ ONLY WHEN — REQUIRED BY COMMUNITY 1" N u- SPECS. IF NOT, 1" OPENING VARIES 21' DETAIL TO BE 2" 2" v •V• BUILT W/ STUCCO. 2a • O — EDGE OF k- OPENING T W _ = 1-1/2" THICK 1-1/2" THICK01- '• _ u_ id 4" 10" N ` ¢ °° ' W1 I I 10" 6" N N M 2111 4 U) Z g° a LL 40 119H W " N M o v H r ❑ ❑ C" V in (n " _ 2" 4" 3" FV 2" � M rn / > > N 1 Of e•— co lu 1-1/2" THICK r �n 21-4" cc = 4" €s T V-5" � �11 1'-4" 3" � io a N 00 O J11 12" VARIES VARIES 1 co / c i`— To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - • VARIES VARIES Residential ft Edition. Engineer's signature and seal is only for r the structural engineering portions of the drawing pages bearing 411 Engineer's signature and seal. � O T O a M s 3z `' z ch _________ 6" �•-- 4"-� KEYSTONE F11O 11 00 t` i OPTIONAL OPTIONAL E 1 _ = E V j t,0 i Asp CO 1 41" Zp (�4j-4rtL3' 3" O ECL &ZE �— 4" GARAGE DR. OPENING 4" 4" WINDOW OPENING 4" c g ly _ z g NOTE: E � W 2 • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL E VARIES LOOK & SMOOTH FINISH W _ � r o • FOAM/ EPS MATERIAL IS ACCEPTED Jw F $R c°il3 NOTE: o • FIN. TO HAVE TRADITIONAL LOOK & r� 14" 11_L•J" 1411 1 " B v SMOOTH FINISH C_]Y� 2" • FOAM/ EPS MATERIAL IS ACCEPTED 5j" 1 '-14" 5t' > M i 3'-8" 1" 4" T-0" 4" 10" 1'-4" 10" i c a N t �•� O 0 00 ` N = is 0 U V i14 CL CC 1„ o O A v � 0 r LID 00 (V T N O T E M M c a a a E O z Z � y n M ih r E c rn Asrp 0. U J q p J JOB NO: 19-5898 1" SCALE : AS NOTED SHEET NO. 1 GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) 0 ACRYLIC SAND FINISH ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" 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, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and Windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 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 FEF DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER � wp WEATHERPROOF DUPLEX OUTLET QGFI GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH �3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE +PC LIGHT FIXTURE WITH PULL CHAIN IN ATTIC ACCESS TRACK LIGHT FLUORESCENT LIGHT FIXTURE O EXHAUST FAN ' EXHAUST FAN/LIGHT COMBINATION Qr ®D ELECTRIC DOOR OPERATOR (OPTIONAL) VtKlt-Y Mt I tK CH CHIMES (OPTIONAL) LOCATION WITH BUILDER PUSH BUTTON SWITCH (OPTIONAL) 200A INDOOR PANEL CENTER A14 copper to llgtn & outlets 1 200 #12 copper to 20 amp dos 00 AMP MP #10.2 copper to WH #10.3 copper to Dryer 2!0 or 4/0 SER Alu 200 amp 150 amp 11LD)IKMnW POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground LGROUNDINGWIRE BONDING TERMINATION PER WITH CODE APPROVED NEC 14, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. �D PUSH BUTTON SWITCH - DOOR BELL SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) USB TELEPHONE/USB (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER .la ELECTRIC PANEL DISCONNECT SWITCH ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN_ SCALE: %4'=1'-0" L^^� I� O 0 O � R z z J a 8 � c9 LU U O W V) c t17 � U_ f° �Q N fT g a W IN Z t�I Hil LL M . o v � 00 rn 0 N CM 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 Cade - Residential 0th Edition. Engineer's signature and seal is only for I11e structural engineering portions of the drawing pages bearing Engineer's signature and seal. ti M QE O a z® Z E U ~ M N � �z OEZ fag �8 � 8"M Zc'n C N� Z& O W 0 N �W r! � F Z�� 3 c O 0 M W � ' > T O .-. O m V I� ~ W � 3 .T� T T�/� L LO T i r 00 N f ai T T M CM 7 CD N ^ c Z Z m0 E O '� E B w v cc c a 0 .°� Q p 3 JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. 4.0 Q 1R] 0 0 M OHO s 05 0 S E2 N ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SO. IN. of by Upper SQ. IN. of ventilation Of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 23.00000 1.000000 Floor 2008 1928 275 964 69 482 0 483.0 345.0 138.0 (Zone 1) '*NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: Y4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water -Resistive Barriers. Water -resistive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paper backed stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry constructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. a 0 O 0 0 (tom CD � z z J a � z D a� (_D T IM y �U Lu O cl- U_ 0° � fn N N � � N zmis � z w ark �OBE ~':Ql�j� fa a J Cam\ 0 `Of-ESsi 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 0th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. CD _J Z, LJL O i� s o gm 7d' Ri z Z • � � -M .�o Xo� J e . 8 ypo WU o 0 z a? to (n C C Y SS VU J %o ZLL N J ? off O W � y U W-) C-) z c 0 0 M L > > 0 �1 N 0 c ~ 3 Cy) L i r L� LC) T (D N T 6 M T y T M M Q j o z Z cc a. E C)c 0 U Q pre JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. 5.0 C i A A H 'Bt TYP @ 1 STORY U.N.O. ■ ■ ■ ■r ■ ■' [` _■ ■ ■ ■ I il-. ■ ■ LO I 17'-2g" -118 in 2'_9" 2'-8" it II 1• II � I ' • I T ` �I: / ff JI 10�-0■ \ ,4 : ■ HVAC CHASE IBASED ON LOCATIONto I Cl) ILI ' III 10'-10g" I co r o ; CJ CJ N CJ — CJ ' I 2'-6"x2-6"xi'-0" I co • W/ (3) #VS E.W. 17'-57g" I 36-6$" I TYP @ 1 .... ■: I .... :. : r0D STORY U.N.O. I — — ; ; p_0■ I.. A J: r 00 M G ::: I ::::::: :::. , E I ...........: � :■ % j S3 I :■ 3-1/2" MIN 3000 PSI CONC. SLAB FOR TOP OFCONC./PAVER MBE4" ■ . HERNANDO COUNTY ONLY BELOW FIN. FLR. I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 "" 4'-8" PROVIDE 312" x 9" I MIL VISQUEEN VAPOR BARRIER I / (32-6"x1'-0°) #5'S E.W. RECESS FOR FRT. DOOR W/ W(3I S3 " -" 31 /2 I 16'-118 8'-64" I J � -31/2" SLOPE — — — �- — i— — — ■ '4 in L 83 I - - I- - _ ..... ..... - - - - .. ..... OWEN — N — — — Q ■ I I CJ I III III ' ��"'� I PROVIDE 132" RECESS I I D.W. III I :: I T — — I I ill ■ I FOR SGD. REFER TO I _ _ -jN ,W.H.� ■ I K CC CC MASON'S SLOPE FOR I I I I I-�Ia S3 I S3 ( 2'-6" X 2'-6" x 1'-0" S3 STEPS AS REQUIRED WIDTH I I II p I 11 L Jui 3 r W/ (3) #5'S E.W. PER FIELD = I I IN r ` -1ql,� J , „ 7-5 , " 7-1 CONDflgNS ' I I I u L J�ico I I d- - _ NJ 20'-6 7'-0" '9 I INDICATES FILLED CELL w/ 3000 PSI CONC. GROUT FROM FT. TO BEAM I W/ (1) #5 REBAR VERT ABOVE SLAB ill I � I I KITCHEN ISLAND ' BUILDER TO PROVIDE I : TYP @ ALL PLACES SHOWN ; K ' I I LOW WALLS APPLIANCE PROTECTION 1 J � HOOKED FTG. DOWELS 5" EMBED - I I S3 S3 �' ABOVE SLAB "GRADE 40 I TO i i WHEN REQUIRED PER FBC Q ■ : - STEE'L'EXT. - ISH�ASNED - n �• s tC"1 ' '' tC I A 11 r- = S3 N rn TYP @ 1 STORY U.N.O._= I I I I S 1 /2" I SLOPE I I 0'-0'& I 150PT. �V I OPT. D I -3 I ■; I II II I L®J I I 20'-11' L----J I in I-----------4-- I ■ —--------+- --- r ------I— ----j c .. ............ ......... 3' 2' A TYP @ 1 STORY S3 U.N.O. 1 H.B.+ 2'-6" x 2'-6" x 1'-9 W/ (3) #5'S E.W. 5'-23." 7- FOUNDATION PLAN NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "F" OF THE FBC 6th EDITION (2017) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING WWF PLACED IN UPPER 1/3 OF SLAB OR FIBERMESH REINF. SEE PLAN.- _ .P .. •. r1/8" SAWCUT x 1/4 SLAB THICKNESS WHERE SHOWN ON FOUNDATION PLAN LU uj CONTROL JOINT DETAIL SCALE: 3/4" = V-0" CONTINUOUS :INF. SEE FND. FOR JANTITY X 25" X 25" CORNER R ONE FOR EA. 1RIZ. REBAR, TYP. 4.0. temate: reinf. bars shall be t. around corner by cold ding the bar w/ min. bar lap of 25". TYP. CORNER BAR DETAIL SCALE: 3/4" = V-0" 0 0 0 cD Z � Z UW 0 W fa O �$ U ¢, • Uz$° N_ N t 1,42 m 2 �y`PQyy` ¢f Q1ZO F F S 5\C` To the best of the Engkheers knowledge, information and belief, the structurel 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. co M 22 0 Z Q E ao Q E V F t1 GU U oa O o Nrc� o z� • rd J3j Z m� mi O �vWi W Z C-) $rtc 8 Z _o F II� C � O >M ^L' W � >cr r � O O m W � LC) LO r r 00 N r ui M r � r CV) iii n o z Z C nM. O E v N « M t0 C JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. 6.0 LWA UPLIFT CONNECTION CROSS-REFERENCE 7/31/19 MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1 18 -10d x 1 1/2" RT16A 1380 1160 9-1Od X 1 1/2% 8-1 Od H HTT4 3610 3105 5/8" ANCH. /081 10dxl-112 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8' ANCH. 126 10dxl-1/2" HTT5 3225 5/8" ANCH. l(28 10dA-1/2 K * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M H 7 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 116 /107 ** 100015 ** 8 -10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1550/3335'* 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 -16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-1Od x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1 1195 1005 14-1Od x 1-1/2" MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7)1/4" x 2-114" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5)1/4" x 3" WEDGE BOLTS X. HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10-10d SPT22 1 685 1-10d SP2 1065 605 12-10d SPT24 1030 1 12-10d -1 " * 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 USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.7 OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (A) (+ 10R 2 PLY CARRIER 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 ("). (B 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. RI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR �Y C RR� PLN �A) INTERSECTIONS. SPLICING XCOLAEDGE TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. SEE 3/S5 FOR STANDARD GABLE END FRAMING + 2X TOP PLATE TO --T BLE END W/ 1� NAILS @ 6" O.C. 2X4 STUDS @ 24" W/ SINGLE BASE & TOP PLATE W/ PLYWOOD SHEATHING COVERING E FALSE BEAM / SCALE: 314" = 1'-0" STRUCTURAL SHEATHING 7/16" MIN. NAILED W/ 8d COMMONS @3"O.C.@ EDGE &6" O.C. FIELD RUN FULL SHEET FROM BOTTOM OF FALSE BEAM GABLE END ROOF FRAMING PLANT SCALE: 13 0 0 c9 , z z z g a � to z 'v 0 W Ln c fa ~ U_ 0° ��Q c N O �LLM .4TnC OU W W Z, LLI. CJ � LJY ` _j J o \QCP cp fr'�. ��4FESS�d To the best of the Engineers kn Medge, Information and belief, the structural plans and specifications contained wlhn 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. M w E z°d o=R >m aE� E ~ o`� L) z rig $= $ ulZZ :L CO c w� 0 Zz Jzs� w �8 Z W�� 52 c O 0 co L � r O O cc .2 U c �"" LO •� Q r' r Lii LO r T r (0 N y r— E 00 r r M m ' 0 Fz o ? z c m E :3 v c d U J Q J JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided In composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed In exterior concrete masonry walls shall have a coating of stucco applied In accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load ■ 0 Safe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY, LOTTS ';a. : ji iil'. ; zt : Rk , ' : it'• ' Font a� cRour soup 8F8-1B/1T 8F8-0B/1T 81RF6-OB/1T �. 4 (A O O O O �'• V O 0 0 O O #5 BAR CONT. 8RF -1 /1T8RF14-OB11T 8F16-0B/1T 8F16-1B/1T 8F12-1B/1T 8F20-0B% T 0 4'-0" LL ® "V" LINTEL DETAIL SCALE = N.T.S. O 8F44 1B/1T8F40 1B/1T 8RF40OB/1T 8F321B/1T i F I Tt'C Ur-OlUIVAI IVIV #SREBAR MIN.(1)REQ'D ATTOP ALTERNATE POWERS F=FILLED WITH GROUT / U = UNFILLED R =RECESSED CLEAR "2" STEEL LINTEL a ° QTY. OF #5 O ° REBAR @ BOTTOM ° OF LINTEL CAVITY a ° M•U. #5 REBAR AT TOP ° w ° ° , MIN. (1) RE Q D Q 1-1/2" CLEAR 8 F 16- B/ 1 T 0O 6 z ° a ° a GROUT > D tNOMINAL,QUANTITY J a n Q 4 C.M.U. OF ° REBAR AT = ti � w WIDTH #5 REBAR AT a BOTTOM OF LINTEL CAVITY z rw- d - w O m TOP NOMINAL-° n o , ' v OTTOM Ci g HEIGHT REINFORCING ¢ C7 7-518'ACTUAL PROVIDED IN Or ^ LL 0 m < - 5 r� D D R AT BOTTO 8" NOMINAL WIDTH LINTEL Q AS INDICDIC ATED (VARIES) to o A o MATERIALS `-16 GAUGE POWERS . cT-f p �4Tntels - 35M psi. STEEL BOXED LINTEL 2. Pc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 1. Refer to manufacturers specifications for installation. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M orS. 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 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 5'-10" LL O 5'-4" LL O LINTEL PLANT SCALE: '/4"=V-0" O 0 0 0 RJL- CD � F z z n a �N z U p l/1 � U � c Q � 0 � N p� h O 'V!o G CLO JJ o: W $ ,a Z • •• b LLM r •ma's 2� ®�� •• a To the best of tits Engineers knowledge, Information and belief, the structural plans and specifications contained within these dwMngs comply with the 2017 Florida Building Code - Residential 6th Edition. Engineers signature and seal is only for the stnxtiural engineering portions of the drawing pages bearing Engineers signature and seal. CO 01> w z J E 0 U5. s >a zY on Z�E ~ 6 ro 0� $� w w ieg ao �� �s Z f0 COC O iZ 3 gw 18 W .6 tSY a V- 0� U3 2 O >M L > > T O C) c In 0) L0 LO o00 N r M o ? z' a (A^ E 2 U _j Q p JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. 8.0 a3 P 91 E2 �3 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 THAT ARE CORROSIVE T STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE PRESSURE TREATED WOODS USE CHEMICALS CO OS 0 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 12 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOWERED 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 18INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90.06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th 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 ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-1-P CONCRETE FORMED AGAINST EARTH: 3- C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y" GROUT FILLED MASONRY: 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14" 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4,2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE If NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4.1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525.87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: = 0.131 10d = 0.148 12d = 0.148" 1 d = 0.1 2". 8d 6 6 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th 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 permanent sign which identifies the termite treatment provider and need for re-inspecction and trbatment 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. Irrigtion/Trinid, systems including all risers and spray heads shall nbt be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1- Initial treatment shall be done after all excavation and bac II 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 r@VII occurs before vapor retarder placement, retreatment is requi 9. FBC-R R318.1.5 - ncrete okerpo and mortar along the foundation perimeter must be removed ore extenor soIItreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318;1.6 - An exterior vgrti I chemical barripr mupt be installed afte( � construction is complete, including�laandscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1- All buildings are required to have pre -construction treatment 13. FBC-R R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = If 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 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1y8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS SWITCHES ETC SHALL BE OF A TOLERANCE OL RANCE 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. a 0 a 0 0 z z .-. z_ J a 3 yr N Y fa o 0 w N � N a Mp N N a /Z$� O 'L U- lu Z W W a Z� �K N• o _ Q �'' 05 OFQbw FLO i'4• .. ''�P \ rntun�t� 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 8th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. o � Q LL o u ag -aR ZQ oa zo H E 5 ao 1yy H °1z cQi ` M �g w� z (A C �Y �8 ZLL N J 3 m g" sN 0 W �� U g8 a =K �g 0 Hw c iO m > M L 0 v I� m W � T N LO IUD r T r 0000 N r ai T 1M M 3 O y ^ c Z Z c m a E O � ci v v C c JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. SN C?r J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + + + + + 6'-0" + + + + + + +4 F+++ + + +4 + + + + ++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ + + + ++++++++ + 0i — 15/32" CDX PLYWOOD OR 7/16" OSB N—RIDGE LINE 140 MPH (1.110 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. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 314" 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 2x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking ° 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x : CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING Y8' GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pff max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building lode for appropriate details in One 10d box areas=20 of high or--20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF • HOME H C G GARAGE SIDE O O O 5'-0" CD STUB -OUT FOR O o ;� GAS METER CV = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" 1 SIMPSON HTS20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 164" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam 0 KNOCKOUTS) ALLOWED IN BEARING ZONES --- DO NOT cut, crotch or drill flanges Boise Joist Blocking I Isa 3" 110d'i nails at R" n r._ Provide adequate bearing for each lapped joist. nails SECTION d INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST DIMENSION OF LARGEST HOLE (KNOCKOUT EXEMPTS) D (see table below) FILL CELL STD. 900 HOOK BOND BEAM w CONT. #5 `t STD. 90° BAR —� > � HOOK ��� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. Small 2" min. 2" } gap max. � 4 max. /77 Q Clinch nails when possible 1 Tight fit 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. Web Stiffener Fastener Schedule Joist BearingLocation Series I Depth I End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BCl6000s® 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 BCI60e 11-7/8" 2-8d 3-8d 14 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/ " 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d - Hangers with side nailing. -Hangerswithsidesnotcontaining WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff 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. — CSC l,U I HIV T YVt'iCKC Iry I 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" 1'-1" 1'-2" 1'-2" 1'-3" 1'-3" 1'-7" 1'41" 2'-4" 2'-9" 3-2"17T�-2 Any 16" joist 12 V-0" 1'-1" 1-2" 1'-2" 1'-3" 1'-9" 2'-4" 2-41" 3'-7" 4'-2" 4'-9" Span (it) 16 V-0" 1'4" 1'-2" 1'-2" 1'-7" 2'-5" 3'-2" W-10" 4'-9" 5'-7" 6'-4" 20 V-0" V-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'40" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" 1!-1* 1'-2" V-3" 2'-5" 3'-7" 4'-9" W-10" T 2" 8'-4" 9'-0" 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. 1Yz" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE, HOLE CUTTING CHART N.T.S. FWhen joists meet over wall, provide 1 3/4" minimum bearing for each. SIMPSON MGT w/(22)10d — NAILS TYP. 5/8"D THRU BOLT SIMPSON MGT w/(22)10d NAILS TYP. GIRDER TRUSS r 2X TOP PLATE 2 X B.U.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR E AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Backer block (12" wide min.) Nail with 10-10d nails. \Install tight to top flange. Joist hanger y \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gaP Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required If hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. A/C CHASE 4" PVC SLEEVE THRU STEM WALL SLEEVE THRU STEM-- ' ' • SEE PLAN FOR •• o . • '.; . FOUNDATION INFO ' ' e STEM FOUNDATION GRADE REINF. SEE PLAN L A/C CHASE 4" PVC (2) #5 REBAR 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 311=11�11�11. . 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE a SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION e d 0'e a Al _ •' : e 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 a' e d ea. a All G G .a a e e a e •e SEE FND. PLN. SIZE & REINF. Cl 0 0 0 z z z g a � N z t0 �- _ fa o �O r,r N c U o as =g �. _■ ¢ _ h � N fA 40 8 - z OPPW ' .J o U eF t1L �• 1�{ �,g O F E S 5%0 '-1z`��`ffi;l��IiftilitT,eZ 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 0th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. 19 � M Q tJi E E � � a i R oa Z CL QM cam, K=O WE w L C � < Y �� yaWk m 0 Z LL zJ3 •.r az W �✓ � U 8 a wLL 0. yLL 18 wu77 H� IIIIIIIIII� 4,co O O E >M ^L W � > r O .1-� U O ^C' m v W a I� ~ 3 0) `►T, c a) T CID N t d r T M M ' O o Z ` z c 0 E O E a ill U Q p c JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. SN 1 _ J 2x#2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE.IT 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 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH > 4:12 n (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT c 4, p — FOR UNDERLAYMENT FOR ROOF PITCH 12 OR LESS. ji- REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O.12 HURRICANE ANCHOR @ EACH �P') VARIES TRUSS (SEE UPLIFT SCHED.) W/7nW.F METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULA TION LE SHINGLE ROOF 7/16" O.S,B. MIN, SEE ROOF WALL W/OUT UPLIFT KGG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 FOR ADDITIONAL SLAB SCALE: 3/4"=1'-0" S3 ELEV. VARIES — INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING EDGE " 7PF 71"IF —T\/)— 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 #2 SPF (U.Ill (OR %" GYP. TYPE ")" @ BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS (U.N.O.) (O1(OR / GYP. TYPE HIGH STRENGTHX"@ GARAGE W/A HABITABLE ROOM EACH END (WHEN PARALLEL) GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE ABOVE) S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE (10)1Old NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ STUD BELOW TOP PLATE (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 w/ 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REI FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 5/8" x 10" "J" BOLT @ 24" O.C. W/ — EXTERIOR OR SHEAR WALLS AS HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS 2"4/16" PLATE WASHER (TYP.) _ INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". (ALT: 1/2"xl 2" TITEN HD @ 24" 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.) 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 2"°x3/16" PLATE WASHER (TYP.) STEP, SIZE OF FOUNDATION AND ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. 2x P.T. BOTTOM PLATE REINFORCEMENT AND WILL NOT OL OR 5/8"x10' WEDGE ANCHOR @ 24" x 6 W1.4 x W1.4 INCLUDE THE WALL ° < A.F.F. O.C.) 2 WWF OR FIBERMESH ATTACHMENTS 2" 31/2" MIN. 31/2" MIN. d . ° Q , ° a , o ° 4 ELEV. -0'-31/2" z a a ° ° ° a4 4 2x4 CONT. o o A.F.F. p ° " " ' —+5;d TRUSS BOTTOM CHORD OR 2x4 #2 SPF BLOCKING @ 12" O.C. w/ (2)12d TOE NAILS EACH END (WHEN PARALLEL) SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW --2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. —(1) ROW 2x BLOCKING @ MID HGT. FOR WALL_HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS �2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 WWF OR FIBERMESH ° 1/2"(m[n.r 4" 1 4" 1 1'.4" 1 8" 1 4­ 1 I'.4-- 1 ?s U.N.O. MIN. U.N.O. GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP 0 SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=V-0" ll S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=V-0" S3 BOARD PER CODE (OR 5/8 ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING t GYP. TYPE "X" @ GARAGE \12'N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT A 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2x STUDS @ 16" O/C \ M�N�M�o S SCREWS @ 7" O.C. SHEET LOAD BEARING OR INSULATION PER FBC AND ENERGY 11110 N� \,/ c7 {1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. FORM SUBMITTED WITH PERMIT /' ` NOTE: 7 FOR WALL HGT. <_ 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD (2) ROWS OF 2x BLOCKING @THIRD POINTS APPLICATION ROWS 2x BLOCKING @ 3rd PTS SEE SECTION C/S3 FOR FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT = #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 ROOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (10)10d NAILS 5/8"DIA. EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ( IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3 5/8" x 6" EPDXY BOLT OR SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600# ) (6)1/4"x31/4" TAPCONS *SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X PT PLATE X 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING J SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N W/ (10)10d NAILS = 2x P.T. PLATE FIBERMESH 1 WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH , 00 ARCHITECTURAL �'P ASSUMED FINISHED 6 PER MFR INSTRUCTIONS #3 OR #4 REINFORCING BAR w 1x2 PT WD FURRING @ 24" O.C. FINISH ' ' GRADE �, ° ' :° = z U #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi _ ° . t+• Q (1) #5 VERT. IN FILL MONO OR STEMWALL z FINISH GRADE OD M o c [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] —— 1/2" GYPSUM WALLBOARD CELLS (SEE 2 FOOTING MONO SHOWN D w ° — — U.N,O. FOUNDATION PLAN D t> _ go FOR CLARITY 6 MIL VAPOR BARRIER e• ° w R 1 7!8" �' FOR LOCATIONS) ° p D ° D (=1 (=1 I=I I=III=I I=i N z #5 REINFORCING BAR 1x4 P.T. BASE NAILER D > ° I I I -I I I -I I I -I I I=I I I -I I I- ? ' #5 LAP SPLICE (2) #5 CONT. TV 31/4" BASEBOARD 4"x4" INSPECTION PORT AT EACH ° D D I -I I I -I I I=I I I=I I I=I I I=I I m NOTE: g I I I -I I I -I I I -I I I -I I I -I I I- N *FOR BEARING WALL ,- I=1 I 1=III—III=III- li COMP. SOIL. (COMPACTED TO 0 a 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) 8" 1 ��" g,. FILLED CELL TYPICAL W! UPLIFT ONLY 95%a MODIFIED PROCTOR ASTM 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR _ III=1 I I=III=III=I I=III=III=I 11=1 I=I I=1 I I=1 11=I 11=I 1=1 I=I i I _ D1557) 4" 114" REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY, TO CT BLOCK OR POUR �, #6 LAP SPLICE TYPICAL INTERIOR BEARING DUE TO SLOPE Jill CONCRETE SLAB W/6X6 Q_ NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION K"'D TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF'_ WALL W/ UPLIFT G W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. SLAB INFORMATION. 1.41 1Li� �i my -11.-.i,L-6 x . VAPOR31 WWF OR FIBERMESH 6 MIL _ BARRIER �11(i ;1111 COMP. SOIL. `.[ ... (COMPACTEDMODIFIED PROCTOR 11F=�II=Ih11='ll in�n�ii��r�n�n�n_ J[.—�11-11.-11-11 CONT. • • a GRADE 1) #5 REBAR wl OPT. >CREEN ENCLOSURE U.N.O. 4" 1 V-8" (2 STORY) DETAIL) MIN. TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L SCALE: 3/4" = V-0" ilil S3 SCALE: 3/4"=V-0" S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE C=== BLOCK WALL BEYOND BLOCK WALL BEYOND PAVERS / DRIVEWAY IEXPANSION JOINT CONCRETE SLAB 14 13" PAVERS O.H.D. RECESS t, z 11.7 4" °P —T SEE A/S3 OR J/S6 T FOR REINF. INFO. 3" MIN. CLEARANCE 1' " (1 STOR)) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB ,0-0" a CONT. BEAD SEALANT INTERIOR ° -3 1/2" A u CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB C r E_ _ M 6 MIL VAPOR =_ �'�I I=I I=1 1= L BARRIER — — ' 1L 1L t ii —I ' IIIIIIIIIIIII IIIIIIIIIIIIiT- I —I I III II I —I' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR IES 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 II NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. " _ = CONNECTION INFO SEE PLAN FOR " " A . &LAYOUT DESIGN TOP OF BEAM a .. ° SEE ROOF PLAN = <• ° ° A r (2) HTS20 FOR STRUCTURAL " c E BEAM SIZE & _ d+ • N d 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. w SCHEDULE OPTION #1 c ¢ SEE TYP. WALL SECTION FOR ADDITIONAL j w 6x6 P.T. #2 SYP SLAB INFORMATION J • o 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 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS � MASONRY WALL AND GARAGE COLUMN TO PORCH SILL AT 8" O.C. PAD FOOTING ATTACHMENTS & 18/D1 1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL .-. W/ DRYWALL SCREWS @ 8-O.C. ATTACHMENTS EXTEND FILL CELLS � _ TO FOUNDATION PAD s v INSULATION PER CHART SQUARE CMU BLOCK BASE, CONT. FOOTING STEEL MAT REINFORCING. r ' ON FLOOR PLAN SIZE VARIES PER PLAN M CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS oo RA 4 FILLED SOLID (SEE PLAN FOR = __ __ _ 4 6 x 6 W1.4 x W1.4 N WWF OR FIBERMESH r, SIZE AND REINFORCEMENT) c7 � ? w ;III=III =I =I -Ili lilt ° ° I=1 I I—III=1 I=1' I =I I=I I=1 I w r - 0 r �■', BRICK/7co, MMUNITY SPECS co ■;�!■ lEi• •TING -1 ■■■I■ ■s.■■■■Ill BEYOND . REINFORCEMENT-) • SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH CONC. PAD INFO. SEE SCHEDULE TAPERED • • • 'LUMN FTG. �ETAIL rN a Cl 0 z � N LAJ 0 V) c E- U M '. W � Fa � � O o = c U a P fit. WW_,•� � ,'Z O #L C4 W !�' �•' 0 �o . To the best of the Engineers knowledge, Information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Buckling Code - Residential f3th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature Ill seal. � W Q _ a E O so zo oa Z� Ica 6 °a ~ a z_ . Y zz co U v 81 6� LL 4 mi CIO 0w o •� zI� U �i C O 0 M ^L W � 0 i-. c10 0 CN a. nC1 m V W 0 I� T Li) Q O) T_ T L 0 LO T T (D N r ui T M CM 0 i d ? 0- E w ci a r_ JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. S3 (MONO) rn co co rn 3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN 1/2" MINIMUM CEMENT FINISH 2x6 / 2x8 WALL BEYOND (2) 2x HEADER TO SIT FLUSH TO THE OUTSIDE STANDARD 3" DIA. TEE SEE PLAN FOR HEADER SEE PLAN FOR SIZE THREADED 3" DIA. EXTENSION - CONNECTION SCREW OFF CAP (3" DIA.)-� 2x DEAD WOOD @ MID FOR CLEAN -OUT POINT w/ (3)12d MIN. EXTENSION FROM DOUBLE 2x TOP TONEAILS SPACED EVENLY EXTERIOR FACE OF BLOCK PLATE WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 21/4" WALL 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (np) 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 « r-. CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d NAILS AT EACH STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/8"EMBEDMENT 878"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) t-ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. TO DRAIN EXTERIOR WALL CLEAN -OUT A WALL SCALE: N.T.S. S4 1ST COARSE 2ND COARSE 3RD COARSE REFER TO WINDOW PRODUCT APPROVAL MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE SHEETS FOR INSTALLATION INFORMATION BY COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11"DOORJAMB WALL IS TO BE MANUFACTURER. WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D S4 SCALE: N.T.S. S4 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FOR CONCRETE PLACEMENT a ° ° a ° O d 81' STD.90°HOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2� VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 112"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J 6 T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a ° 8 ° 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. 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 -I. 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. WALL d a ° d a DOOR STOP MOLDING 2 x 6 P.T. GARAGE DOOR J-BOLT TRACK BRACKET r, DOOR TRACK-----' W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V -4' (1) (2) (1) (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. OO �R SIMPSON HTT4 TYP. Op U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. SL� SIMPSON SIMPSON SP4 SP2 2X STUDS @ 24" O.C. 5/8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION SIMPSON SP4 12 (TYP-) SEE ELEV. SIMgSON SP2 w/ (12)10d NAIL AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 0/C SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 718" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED/ BOUNDARIES 6" O/C EDGES & 8" BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT LMAINSPAN IN KO BLOCK AT EA. STUD MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL----- W/ STD. 90° HOOK IN K.O. BLOCKMTM- 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 . ' 4g., SPLICE STAGGERED • • MAN. 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ 4 16d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS SIMPSON C SIMPSON SP4 3P2 bb TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END w U 2x TOP PLATE 2-16d NAILS @ 24" O.C. OR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 wl (18)10d NAILS (3610# SPF) ° °° • HTT5 wl (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1 /4" x 1 1/2" SDS (1835# SPF) ° a ° • 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 p • FOR DTT2Z USE 1/2" DIA. x 17 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 wl WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT wl WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SIMPSON SP4 2X TOP PLATE OVERLAPPING ROOF TRUSS ABOVE F 2X BLOCKING INTO `- TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED 2X P.T. SEE SECTION AA/S1 PLATE AND BB/S1 FOR io 2X8 WALL ABOVE - ADDITIONAL DETAILS SIMPSON ENTRY SP1 K.O. BLOCK W/(1) SIMPSON SIMPSON J-BOLTS @ 24" O.C. #5 CONT. & RECESS SP4 SP4 MAX FILLED LINTEL L_2X 5/8"X10" J-BOLTS P.T. PLATE @ 2'-0" O.C. SIMPSON SIMPSON SP4 —, SP2 ° 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON C SP4 ff 10d NAILS 4" MASONRY WALL q 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING d o o BEYOND. NAILED INTO TRANSOM PLYWOOD FASTENED TO TRUSSES L FRAMING WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD TRANSOM FRAMING O/C BOUNDARIES 6" O/C EDGES o E SHEATHING SEE SECTION AA/S1 AND & 8"O/C FIELD S4 BB/S1 FOR ADDITIONAL B DETAILS • SIMPSON SP4 w/ (6)10d x 1 12" SIMPSON (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP1 SIMPSON SP8 FOR 2x8 WALL) SHEATHING RECESS SIMPSON SP4 • SIMPSON SP2 w/ (12) 10d NAILS • SIMPSON SP1 w/ (10)10d NAILS MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. LINTEL SP4 MAX. (MIN. (2) PER BOTTOM PLATE) a ° d ALTERNATE: a° a 5/8" DIA. ATR EPDXIED ° 2X8 P.T. BOTTOM :I MIN. 6" INTO BOND BEAM PLATE I @ 24" O.C. FRAMING DETAILS ABOVE ENTRY KR 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) a 0 RJL- Z M z z g J IO a PI Q) z �4-1 W U 0 W H Cn c 3 N � m U 0° o g a N l� ffNVV h 00 yy z ZW0$4 � fA INk LLkA as �c A� � W `"' 6 r ' J Or a fl EESSt����>� a Inflame To the best of the Engineer's knowledge, information and belief, the sWGural 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. O w U_ E z o o® >m Q E OV �O X U oa U � z O� O N ao�z °dz %o wZ ¢m � L COC Q O J� m� m 0 zLL >i z W VJ J �m 42Z W a w g z �W C> 0. W I U_ i- a o C C)z 0 ^L, W � > 'ir T O 000mft�l Ch O a. c0 -m r ^C W � T L0 cc .� T T T 000 N f ui r M CM O o ? Z ' V) O m a U � < p � JOB NO : 19-5898 SCALE : AS NOTED SHEET NO. S4 1�3 SIMPSON HGAM11 W/ (4)1 /4"xl 1 /2" SDS SCREWS TO BLOCKING & (A 1/4"X2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR TOENAIL W/ (2)16d NAILS 2"x4" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H1 OA w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — OUTLOOKER OUTLOOKER AND NAILING SCHEDULE 1 @ 24" O.C. FOR SHEATHING DETAIL IROWS OF 45° t 24" MAX. TOP CORD BLOCKING I 45°t 2X4 CONT"L" BRACE TRUSSES @ H1 OA w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" I EDGES OF 2x4 CROSSBRACE tlS;IMPSON x 1 12" @ EA. ROWS OF TRUSSES @ AT 24"O/C. CMID HEIGHT APPROX, 8" FROM OUTLOOKER EDGES OF ISHEATHING TYPICAL @ RIDGE FASTENED AT 0 "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH AT I EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 0 SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ FROM LEDGER TO 7/16" OSB SHEATHING TOE NAILS @ & IL @ BLOCKING — — ATTACHED W/ 10d EA. END . EN 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" HIP Cr THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS OSB SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ @ EDGES AND 12" O.C. FIELD 2x4 "T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL �� �� NOTCH L BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4"TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ (2)16d NAILS REFER TO DETAIL J SEE STRUCTURAL ON SHEET S5 FOR M " NOTES AND NAILING X-BRACING, AND TOP CHORD BLOCKING N SCHEDULE FOR to to INFORMATION `° SHEATHING DETAIL 1 1 1 2"x4" CROSS BRACE WOOD TRUSSES 00 to APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING " EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS 'jur40� ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST ROWS OF 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSEE S FROM EA. " 0/C w/ (2) 16d (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH " " SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE TOP CORD BLOCKING FOR FIRST FOUR ROWS 4„ MAX ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE O CR " S S BRACE 2"x4x4CRFROM 2x4 CROSS BRACE APPROX. 8" APPROX. FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)1 Od & (2)1Od EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END ' SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2) 16d NAILS END TYP. TOP & BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H1OA w/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d -2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C --� EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO TRUSS & (4)1/4"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SIMPSON SP2 w/ (12)10d 16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION (a�� SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H1 OA w/ (18) 1 Od x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E SAND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA, x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL --I I ` OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L- 2x4 BLOCKING W/ 1 Odx3" @ 4" O/C (2)12d TOENAILS EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATION p B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION (*�9 SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)1Old PER JOINT 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1NkGABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 �d• • 'all • • • . 'll. • la 1IIQ•• ° _• �I- \' ~ . sa . II G• •_ • • a 'll • • • a. �I .a •d •Ile•• • •• II •• • 'a .II• a• CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a a 8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1Od WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) N -BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM1OKTA w/ (4) MOISTURE BARRIER 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" T-0" - 6'-0" 60" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"W' FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3l4"=1'-T MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. qc� o CORNERJACK C`3 Y a w z ll' O ♦ s HIP FRAMING REFERENCE PLAN 0 z w a 2x4 BLOCKING 2x4 wr 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" 0.C� TYPICAL GABLE TRUSS WEB -i SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -i FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE 117 BRACE(* 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 n CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. Ll 11 1111 md NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 3V-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 a 0 � 0 0 z � z^ a a �N z N •v � a OLu Ln �N U c011 • a � w m k. Z � j 9 Im I iiLu Ckw •• •• 4 WL • A 4 pP Nk,— •`�' �R�FESSioVR cmi. "6"'womlttt"tile To the best of the Engineer's knowledge, information and belief, the stnictural plans and specifications contained within time drawings comply with the 2017 Florida Building Code - Residentiai 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. o W Z aE lJ.. 8 s�zQ ✓"� S oa U ~ O E Ig V6 go g g3 zO N L a0 �i z m N C UpU o iZ �a WLL � � 2Iy� 6 U C O C >M L ' > T O U) a cc m v I� ^�' W � , T,^ LO Cal0) in "t• T 'T'/^� L0 r T� 0000 N T of T r M M h c z z ' y O J C a Q p JOB NO : 19-5898 SCALE : AS NOTED SHEET NO. S5 w-i 00 i� DOOR JAMB (REFER 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1x4 ( 1x4 1/2" DRYWALL MAx. UNACCEPTABLE INSTALLTION 8" , I TO PRODUCT TO PRODUCT TO PRODUCT — FOR CONN. PROPER INSTALLATION DO NOT DO THISAPPROVAL 2"x BOT. PLATE W/ (2)1Od @ 6" O.C. &X44111/12"DRYWALL APPROVALFOR CONN. APPROVAL FOR CONN. x4 1X 4 #5 REBAR (TYP,) 3/4"PLYWOOD DECKING GLUED1x4 ATTACHED WALL SHEATHING TO P.T. 3-1l4" LONG X 3/16"mFURRING 3/16"0 X 3" LONG FURRING « TAPCONS FURRING/ #5 REBAR ` 6" O.CEAND IDGES AND 1LED W1 8d 4MO.CNF1@ELDO.C., @ 4"�� 2 ROWS STAGGERED TAPCON. INTO TAPCON @ i6" O.C1 & 4" STAGGERED @ 16" 2X8 �P') ` BLOCK@ SPACING „ 1 DETAIL 1x8 P.T. FROM EACH END w/ MIN. O.C. 2-ROWS INTO 2" EDGE DIST. ATTACH 1X8 PER MANUFACTURE MASONRY THROUGH 1-1/2" DETAIL 1x8 w/ (2) ROWS 8d NALS �� 3 DETAIL D. ° HOOK (TYP.) STD. 90" ` /� 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. STAGGERED @ 12" O.C. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" DOOR JAMB REFER 1x4 P.T. TO PRODUCT METAL SEAT PLATE O.C. & 4" FROM O DOOR JAMB (REFER APPROVAL FOR CONN, 1x4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END MIN TO PRODUCT LAP SHEATHING TO 0 OM OF BAND « TO PRODUCT 2 EDGE DIST. APPROVAL FOR CONN. 2x8 P.T. w/ (2) ROWS 3/16 71 JOIST TYPICAL APPROVAL FOR CONN. 2 ROWS 3/16" x 3-1/2" x 3-1I2" TAPCON @ 16" () O.C. & 4" FROM EACH 1x4 — J TAPCON @ 16" O.C. & END w/ MIN. 2" EDGE DIST. 4" FROM EACH END w/ 2x8 P.T. ATTACH SECOND PLY w/ FURRING + ' -2" NOTC @FIRST COURSE SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D MIN. 2" EDGE DIST. (2) ROWS 10dx3" 2x8 ` INTO BAND JOIST & (4)1/4"x2 3/4" TITEN 2x DETAIL 2 1 /4" DETAIL STAGGERED @ 12" O.C. 3-1/4" DETAIL ±5" NOTCH WEB AT THE FIRST 2 COURSES ` INTO K.O. BLOCK L IT 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 = 805 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1610 #FOR 2 STRAPS ! FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" % SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN, 1/4" x 31/4" TAPCONS 1 PLY PRE-ENGINEERED TRUSS BLOCK HEADER ARCH BLKG. & BUCK SIMPSON HM9KT w/(4)1/4"xi 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"x21/4" TITEN = 2150 #) 2 x 8 45' DIAGONAL (4)10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAMBUILT FOR OVERIiaNcs BETWEEN OVER t1/2" T�u; UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. CONTACT ENGINEER I REcoRD FOR FURTHER INSTRUCTIONS. ! '. '• �•" '�'' '.: SCRIBE (NOTCH)POLY-CELL FACE OF ARCH W/ (3)10d NAILS �` BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN ; :.�.• �:': CONNECT W/ 8d NAILS BRACE/ BLKG. 2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHO ( ) N.T.S. f •t . • INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN " RETROFIT WALL OVERHANG DETAIL (NTS) 4 MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN, OF START OF ARCH IF TRUSSES USED W! 3 #6 X 4%' WOOD ) () * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL NAILS @ 8 O.C. (2) 10d« ARCH DETAIL 4' MAX. RAD. J USE (1) SIMPSON 1/2" HD TITEN (CENTERED) w/ x0� TO TRUSS FR TO TRUSS TOP CHORD RqN MIN. 4" EMBEDMENT AT 16" O.C. + CF N 01 5-011 -Q 1 SCALE: N.T.S. SS 12 + + GTN PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT ° /4" MAX 2,-0« 8„ TRUSS + SOFFIT p : , D #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + + 10"'• p p p CENTERED W/ H BLKG. & BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP .. p ° °� IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS D KNOCKOUT / N CHAIR BLOCK —I 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. ND PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) 0 i CONNECTOR • = _ D, MONO FOOTING _ •D G p ° 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. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT CLEAN FILL DIRT TO BE INSTALLED BUILT UP PLWD. BUCK - - E N PRECAST LINTEL ° N ffTANDARD = SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTHJ SEE ELEVATION #5 BAR IN ° HOOK TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%' WOOD FOR OVER HANG FILLED CELL- 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0")s- - 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. ` o •- o o "- o �• \ �- Sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND B-g 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 wl (18)10d x 1 0d 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/IM NAILS TO STUDS) - E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. TOP WITH MIN. 3" OCCURS 5/8" DIA. ALL THREAD ROD EPDXIED wl SIMPSON "SET" } #5x6' EMBEDDED INTO EXISTING BOND BEAM o IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�-0" EPDXY MIN. 6"EMBEDMENT & ` co SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F'F' 3"MIN. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ u' NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE _ ° p U THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL :: ° ; : , ;' , w a A REINFORCING AS FOLLOWS: fn 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT : c e r a #5x6' EMBEDDED * PRESS PANEL REINFORCING INTO PLACE. '::'....: z INTO COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL :.;;; ., 6"MIN. LAP SPLICE W/ REINFORCING PANEL o' e y EXISTING FOOTING (2) #5x6' IN CONC. SMOOTH. DO NO FURROW. ° .: n cai� FILLED CELL N ° DRILL 3/4"4"MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE >. . > SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p : n tea. G SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: i., ° REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r n TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ��a 4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. COVER EA, WAY A S ECT I 0 N 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK 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. a 0 O 0 0 co z z g a a � LD V 0 LU Ln c N U_ °D Q N r J w a W �'�"�� ¢ inz rrn O U&M Q- f-•j 'OFL 0 •� r !/, '*� O F E S S10` `0101 1/1111111111t To the best of the Engineers knowledge, information and belief, the structural plans and specifications contained within tirese drawings comply with the 2017 Florida Building Code - Residen6al 6th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. c M M LL = 5 a zR Z• o� W z E aO $= pp z W= W� .2' r0 rn C Nri 0 iz 3 8W 0 U W C) ,y W O yLL wY T o O >M L ' j T O .-. W O a. CN F_ ^C ^'' CD W O M U*) •T� � T L0 ul T i T pop N r E 0) T T ch M 0 Z C E O H C a U ¢ p JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. SS 3 !E 3 CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.)r1 SCALE:NTS TRUSS NOTES: 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 CONV. FRAMED RIDGE (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER MAY BE NAILED BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO w/ MIN. (4) 12d WHEN 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 BLOCKING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB 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 PRE-ENG. TRUSS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — MAX & EACH END ALTERNATE • CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. —� ------LWOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE:NTS WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE gL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL r7 SCALE:NTS DIAGONAL - AT V-0" MAX TRUSS SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Qk OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. 37A TRUSS SSES (2) 12D NAILS —' AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE:NTS HIP G.T (2) 2x8 #2 SYP wj O.S.B. FLITCH PI TOP @ TRUSS 8 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 MASONRY WALL r4 SCALE:NTS SIMPSON LSTA18 VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS SIMPSON HUC41Owl (14) SEE PLAN #2 SPF 48" O.C. W/ (4) CENTERED AT 16d INTO HEADER & (6) FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM -SEE OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) „ 2x8 #2 SPF RIDGE BEAM .k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3)10d COMMON TOENAILS TO TIE BEAM 2X4 CONT. ATE CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE:NTS PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES ROOF SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLPFFTE p INFORMATION. BOTTOM CHORD VARIES SEE PLAN FOR WALL LOCATION �— MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR OILTOP PLATE BELOW OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE:NTS SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE 00 1-7/16" OSB FLITCH PLATE CONNECTION INFO 00 REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANTILEVER IF INDICATED CORNER SEE FOUNDATION PLAN FOR MORE INFO Al COMMON BM. ATTACHMENT SCALE:NTS 2X4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM —' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTIONK22 SCALE:NTS SCALE: 3/4"=V-0" SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. GAB 1 SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM �TIl7 8d NAILS AT 4" O.C. 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 s SCALE:NTS 2X4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3)10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION IF 2x DOUBLE LEDGER, BM. SPLICE OVER ATTACH FIRST PLY CENTER OF POST w/ (4) 16d NAILS TO EA. END OF TRUSS THEN ATTACH SECOND PLY t7 w/ (3) ROWS OF 16d 10 NAILS AT 24" O.C. • ao • , SIMPSON LUS26 w/ (8) 10d NAILS OR IF 2 PLY TRUSS SIMPSON ZSEE LUS26-2 w/ (8)16d NAILS TO FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLEL SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE:NTS SEE PLAN FOR VALLEY TRUSS INFO. �• MASONRY WALL BELOW: SIMPSON 4.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN 4, (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 LOW ROOFMALL—{ SHEATHING ATTACHED\ PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/--" L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL wl SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 3g SCALE: NTS DETAILS & SECTIONS C� 0 0 Ril— z� z� z g a (nv) z U O Ira 'U 0 Lu N c tn � U m = o m N 5 tsNZ� w z zo< co W_'jx'01 ry O • VjCO t. V ••••� P�� "R O F E SS\0 To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and reel is only for the structural engineering portions of the drawing pages bearing Engineer's signatrre and seal. 2 M 1 EE _s >-?! <(L Z• Q z o E U N E k'� O � w o� O U Lo �O $� Uco z J m MW o Wk 8 �LL mi �pl� w , a =I161 0 O B co W ' � � O .-. O C -6. Cal s ca V N ~ ^' W � 00 3 T L J Q� .T� 1� L0 00 N T E l0 0) O r M M 7 N z° a E O v :3 0 c JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. Dal ^' ^ -) WEATHER ✓E BARRIER & MILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING y RLETTER TO TECHNICAL ETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIh SHEATHING BY LAPPING DOWN ---, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) E0 SELF -ADHERED FLASHING L oo Q 0 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 RIM JOIST 8 2 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-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK SELF -ADHERED FLASHING OUTSIDE CORNER PLASTER STOP - CONTINUOUS BACKER - ROD & SEALANT INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH ,HERED FLASHING 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 3-11T INCH FLANGE THIS GAP IS A RESUL NATURAL SHRINKAGI DO NOT SEAL. DRIP SCREED PLASTI ACCESSORY WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. 01111 nlAlr-1 DOPER SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING C a SOFFIT/CANTILEVER JH r RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco FOUNDATION WEEP SCREED LEGEND SELF ADHERED FLASHING (SAF) a DRAINAGE PLANE (DP) WEATHER RESISTANT BARRIER (WRB) - BOND BREAK WEATHER RESISTANT BARRIER - - SELF FURRING (SF) LATH PLASTER ACCESSORY SHEATHING,'OSB', PLYWOOD, DENSGLASS TRUCTURAL FRAMING TRUCTURAL SHEATHING TRIP OF SAF RAINAGE PLANE WRB OND BREAK WRB F LATH FLASHING REQUIREMENTS R609.1 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 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 R703.4 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration of water to the building structural framing components. Self -adhered membranes used as flashing shall comply With AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance With FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 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. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 31/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. 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 Detail Instructions Refer to the number marked as #Oin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance With ASTMC926 over wood 2nd floor 7/8" Cement Plaster In accordance With ASTMC926 Felt backed metal lathe in accordance With ASTMC1063 Building Paper 7/16" O.S.B. sheathing i Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 0 z z � Q z 0 t C1 4-1 cn Q "U 0 AIL(10 " 00 c)UJ as _ U C C Q is y Z ~� _�8 ui w LU z LU �� W Z m 3� N N i5 3 oa m 3 O U F ❑❑ N M 00 0 To the best of the Engineers knowledge, informfion and belief, the structural plans and specifications contained within these drawings comply with the 2017 RorAs 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. CID CM M Z a LA_ E No s; Z�OOEU Q 8oZFt a4 $z z Xo !jZ r t<c N CXJ m0 ZLL Z C J m 8 W HU a W U %, y= _ w x r p i CID � � w ZR 3 c O 0 d >M ^L W � ' > T ■� Q T cc 0 U ~ C 3 ■T s- f (V CD .i. r oo N r ET Z T M CV)c i z z E E m y c a U JOB NO: 19-5898 SCALE : AS NOTED SHEET NO. W P ' March 20, 2018 e Re: Wood Construction Connector Compliance for 2015 International Codes R 2017 Florida Codes To Whom It May Concern: Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of.Wat Hangers. Previous versions of the IBC and FBC required tasting to comply with ASTM D1761 Tea! Method itrm Mechanical Fastenero in Wood. Both methods determine a connector's allowable bad as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tssted materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when issted material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance CnIteris for JoW Hangars and Similar Devices in October 2016 to incorporate a metiodobgy to evaluate products to the 20151-Codes. Simpson Strong -Tie is working on re-evaluating Wood construction connector bads to the new standard to update our product evaluation reports to the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals However, reevaluating a large number of products Will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports stowing compliance to the 2D12 and 2014 editions, respectively, until July 2018. The information in this lath is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit www.stronatio.com for additional pertinent Information. It you have questions or read further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E, LEED AP dwfBDVY Engineer, Southeast U.S. Branch Pori of 1 9inpoon Srrmll-Tio Company hu. 2221 Coartry Lens Mdriroay, TX 75009 Phone: 072.542.032t fax 972.542.4139 rneeorrinaliagan N co N U 0III .� O O C co .5 U � � N U � a O o -� N 0 5- C O U- 6-0 O > -� 0 CU '.6-^0 . V) Q z O � V O ran V O �a LL U O L� V� m L� W Q W z J z a. SHEET PA 1.0 NO. A3 FLt7244.1 ESR-3455 A23 FL10448.2 ESR-2808 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10658.4 ESR-2548 HD212.2 FL17232.3 ESR-3445 HU212-2 FL10658.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU218 FL10858.5 ESR-2549 HD218.3 FL17232.3 ESR-3445 HU218.3 FL10858.1 ESR-2549 HD28 FL17232.2 ESR-3445 HU28 FL10858.3 ESR-2549 H028.2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10858.9 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10858.10 ESR-2549 HD0410 FL17241.7 ESR-3444 HUC0410 FL10488.11 SIM200804 HGA10 FL17899.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17899.1 Evaluation Report HGAMIOKT FL11470.4 SiM200803 HHCP2 FL07238.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTAtB FLt7880.4 Evaluation Report HETA18 FL11473.5 SIM200802 HTA20.18 FLt7880.4 Evaluation Repot HETA20 FLt1473.5 SIM200802 HTTtB FLt7324.2 Evaluation Report HTT18 FL17486.1 ES-0130 HTT45 FL17324.2 Evaluation Repot HTT22 FL11498.1 ES-0130 HTW18 FL17244.8 ESR-3455 HTS18 FL10458.22 ESR-2813 HTW20 FL17244.8 ESR-3455 HTS20 FL10458.23 ESR-2803 HTW14 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2813 HTW30 FL17244.8 ESR-3455 MTS30 FL10458.28 ESR-2813 HTWM18 FL8223.2 Evaluation Report HTSM18 FL11473.11 SIM200802 HTWM20 FL8223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL8223.3 Evaluation Report HGT2 FL10458.18 ESR-2813 HUGT3 FL8223.3 Evaluation Repo PRODUCT APPROVAL SPECIFICATION SHEET (2018) January 9, 2019 As required by Florida Statute 553.842 and Florida Administrative Code 96.72, please provide the Information and approval numbers on the building components IlsEad below C they will be utilized an the cornatnhctian projeU for which you are applying for a bu0dng permit W§ recommend you contact your local product supplier should you not know the Product approver number far wY of the applicable listed products. Category/Subcategory Manufacturer Product Description Approver Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThamaTru Firbar-Classic and SmaotlrStar (NON -IMPACT) pLLp4g1.1 +87.0%87.0 psf TtnartnaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.8 +87.Oh87.0 psf 7hermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.9 +87.0/�7.0 psf ThertnaTtu Firber-Classic and Smooth -Star (NON -IMPACT) F120481.14 +87.0/�7.0 psf 7herna7iv Clasaio•Craft and Benchmark FL15225.1 +87.0J-87.0 psf ThertnaTru Smooth -Strand Benchmark FL75225.5 +87.0/�7.0 psf Therma7ru FiberCtssic, Smoothster, GasskCrert, Rustic FL7840.1 +87.0/-87.0 psf B. SLIDING MI Windows and Door Series 420 FLt5332.1 • FL15332.5 +40.0%40.0 psf PGT Series 5570 F1.251.10 C. SECTIONAL Ckpay Building Products Residential WndCode Doors W5 (8X7) FL75279.37 +30.W-32.0 psf Cbpay Building Products Residential WIrWCode Doors W5 (18X7) FL15279.53 +30.0%30.0 psf CbPeY Bulldog Products Residential WlndCode Doors W8 (tdX7) FL15279.85 +38.0/-42.0 psf Cbpay Bu9dng Products Residential WlndCode boon Wt3 (18X7) FL15279.102 +37.0%47.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single d Pain of Doors FLt 1537.1 WA (sea inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0%55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doon Series 188 FL15351.1 +40.tU-50.0 psf C. FIXED MI Windows and Doom Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5784 FL15353.2 WA PGT Seder 5500 FL281.t NIA E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HadiePtnk Lap Siding FL13092.1- FL13192.2 N/A B. SOFFITS Atide Solid and Vented Soffit FL15272.1- FL15272.2 +70.0/-70.0 pet C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.t N/A B. UNDERLAYMENTS Tamko 151b Felt UnderlayrtreM FL12328.8 WA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vacs FL18918.7 - FL16918.4 N/A Florida Metal Produce, Inc VsntRV10 FL21580.3 N/A Lomanco, Inc DA-4 Exatwst Van FL17202.1 N/A E. ROOFING TILES Sorel Tile Vitia 900 FL7849.27 - FL7849.28 N/A Sorel Tlie Saxony �D FL7848.18 - FL7849.20 WA F. METAL ROOF Gulf Coast Supply & Manufecbirirg, LLC 0.032"Aluminum GuClok 18" wide roof panel FLt 1851.2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Perlis FL15076.1- FL15078.2 N/A A0 American StnWbrs S Glass Galvanized Steel Storm Panels FL17889.1 WA 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORSI LISP Structural Conn. see chart ANCHORS Simpson Strong -Tie spa dyrt B. TRUSS PLATES ITW Building Component Alpine Truss Plates FL1999.1 • FL1999.4 N/A MtTak Industries, Inc. Truss Plates F12197.1 • FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 • FtJ3527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete L'mtis FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Untla FL1774 N/A The products listed below did red demonstrate product approval M pan review. I understand chat at the time of inspection of these products, the totiawirnp intarmatbn must be available W the Inspector on the jobsit; 1) copy of � product approval, 2) the performance Charectaristics which the product was tested and certified m comply with, 3) copy of the applicable manufacturers installation requirement. Further, I understand Cress product may have to be removed if approval cannot tea demonstrated during inspection. APPUCANTSIGNATURE DATE n. ISAIlillum awk Z1111 9111Mo 1MMioo[ Rewwm 2017 Me W 000a Ceea0agc FAwlorDO" eadlWea:. Bert Beorkr DowAaewreYa Coap*rw Mesrow EwkOw ReW *am e PbrMa Rapetersd Arditd or a Lkormd Plonks Ploiwabrw Epkrar 8l1�LwMl� W1 3 BEM 420 ALLANNUM SM RMwOAMD Ipartmem or muMnew a t-roleamonal R1gWa6on Pages w8 Building Codes and Standards 12t121018 Product Approval Application Detail Florida DWwknw t of BuMinea & Prolsaknal Repel m BWIdkV Coda and Shrldadt ProrWat Approval Application Detail 11M&t.M 221 M SMINKAUMOR 71110111" aw t sw4 w Leta rlOEw - Uwra Sown k tkkk, PE (717) 38&8300 PEM514 (717) 3173464 , NO tiro- '-- Pawl d1 layml* idle WM WlLfhadYa W1e Y1111md 1119110111011 ISAUUkYY AMMat1 INS O8R32017 0011V1M7 MGM? M? Mo2M7 Approved glfthl M AE M11111 otNM AM■MIIMIYa Imam awn axONLRMedaNM goA1sN)Mw1Mgm hLmtia 9A11lmNli BONO ITmas OBOES 420AURMNUM aD RIWORM CRO 1241=8 No Yes, No NM 1463A1*geol�AMgeoF, FinaleDsparb.w of Business&Piallessice Regulation papalall Bushing Came and Standads im mle Product Approval AppNeatlon Wall allies 9111 NMrLM ROB no WOE" WM 11111 )MMMa Mm1MOMt gMMM tMYML&LIMOM I11611dbt IM1111 d AN1111 d MA*eMIld AM®Md now RVA" 2017 Ckpay 910ft P*ldlwa Wn*e::y IldrypMwhow kewM[Teeaq Bwvlow NA, Gary PkMdw 11I2611017 01I10r1M7 1210612017 Appraad 0 - -, I•Edirbr Down (513)rFG,8= ba (513)5194MM 8ri0aleW.Sedbrods I rpowAeerre6a 0 idedum,aan CoryEeam"' rod:CwaauwrMekwlloft 15111111MIa06M1 9MWeAarooM AaroW1MYM &o■MOAxNM haMM RIME Bag ! ISMILR MAdiM gowsiohMMRim k111a R■1111LIM erw" 111r1■ 37 WWool RW,0181: 844,04, M 7& t00& im M 9" Pa 0W. 26 pa.) BMpb4w(up to YCwide) 06mrAn No Ya No .30 PSRM TOW. 41W, 4RMF, pR5.War. MST. 4.42. e& 48& WSDOWEY114; INS Owspa Dow POP 425. 506.0M GD681I, GRMB, GREW ARM& ARSSV. Soak EDUV Florida DepabrMrk of 81MNea & Rrohesiael Regulation Building Coda and Werdards Product Approval Application Detail Pape 1 or 1 1aWdts RMIR13, V mi 13111M WM Wm RakeMdiM Rim 11MM glum Mari11M 906101 Nas1ML URMIS riIAALL!( INN" WE" arAMMO ANON awn ReeMbrl 2017 CUNLEB aAlloa stAADG, Ina DedkDow UL LLC Ted earns. PE 117302017 1048=7 120=17 Apposed LY9sp, ErderlarDOwe (841)4"044 (30M)8164M MaQeb ww. w w, Own.- 11amrrte dwaAWW0*N*WW.a WwpOlas behom CerisaWon Mad or LWp w Lau OmiMt9MWMea goMSMiMw■aRim m�� am�a9alldemlM swlI Igor■ 1 807, 7W, 727, 747, W 847 MOD W Pain of Wore Pkrb, awl, W Leum" ebtb W Pwa of 121312= Ya Ya Ya MR I WmaW dome. Florlda Depahnart of BLallwas & Pickesici Rsgulaliorl WAft Codes and Standards Product Approval Applkdkn Detail pepatdt 113018 FLOUMISM met 2111ILK idle WM R■.BMAM Nate in )m01101 lriblhoc mums CMkrLUbm )M111111M )mdlmd flu W MOM" MOW son Re Me 2017 MYAd eWDope Bmnt~ AtrbrlowrA4drOedwal Blown M. l9W PE 12131=7 12at/1017 01)04=5 Appraae0 eebaaywtadoae (717)3064= 14wdedmwaAeeoddoa (717)31744M 51aCbeory: Read bdW4wQrWeA=n Cwebwe McMoaC dkodm Mokw Uslos . atlW1 MkA1.usM Aoo■MOLtiM &ommidbLUM low Remo NMt AL Jamie gdd&J Jt Awilm er1s 1 tes PW 73:72 kwpWe pore O4O3=18 No Ya No 4OW40 Florida Department of Business & Professional Regulation page s ors Building Codes and Standards 12/1"14 Product Approval Application Detail Florid. Dspwbra t of BdMinass & P► bsei" Raguld n Building Codes and 36endads ProGra Approval AppNaatlon Ddalf papetdl 11 law$ atltNMk1! gall AM" Rim aft AdLewtiM WM Ws lhnl9a xwfiw ■t 2110 2011111MrlHr9M Ih16111 t good bAM arkamm ll AMMMd Awn RevNba 2017 Tformo rp Corpore5al Rkk WAIN Mae"AowaANa & Ryan J. Wp, P.E. 122=017 00424 17 127 MIT Approved Cobpwp Bewkrpoon (410)n&1740 Abwlpwnwru k11010 (613)7614)300 bbCelWW 6akrpkp Senior DOWAwwrdiw "dwerlewe0pa WWRIMI. WepMr MeamM CwMmft Mork er U01 am 8 go11MASM■aM AMrmMb[1mt AM■WALME, JI MI Rif 1ta! dsOAgrM■M gMMaMlImIMtlMWIe JILmNlt, 9MINkAw 11110111111 G■M■ 1 a. 46*10KIN Yo-*00114 of NOW &*MtRBWWhU-k by a W W OPWO W Glowed Pbetbes DowwM 120314M No Yee, No NM Thanw-Tne6erat W ww" 810111" kleainp W Oubwkt Florlds Depabnerd of 1hul ess & Proteselonal Regulation &"ng Codes ad sea lards Product Approval Application Ddd Pepe l d 1 ve019 Florida Dspeeknent of lholne s & ProfaWoW Regulation B Oft Codes ad Standards Product Approval AppNadkn Ddall Paw 1 all laws afillam got iortiLa goo Rue Wkhoolk WM amumm gob le■La no Wm WleAraOM no Date YaWM IYMIMMUMt goamM NoaMrLLUMOM 1011011UM 1 M AihMWM aIGAMM3M &Nord IWOM LOU Nil" IIrMmMaa 2209 N9mMLALMMt Ileldbledbc Y110MLL ftM ZMAMmal hwww All" IWOWN 2017 Mvpn Woo" arwdsE w Lub Robeft, Bbvw WU*K PE O.n971017 01MI M7 OQr18017 tOnar1a17 Apprw-d A.Jdn 2017 MYYYr" WOWS emiteipr Lub Robdo Lana BNrorr M. Well. PE 0IM3017 08111=7 061152017 iamam? ApPord cawwrr afteor Dome (717) SM-M PE412574 (717) 9174N6e Cdl§W. -1 1' Dope (717)8M-sax PE40514 (717) 3174WG4 000MIpOW. seers BOrbrOwAseNOW bW6gp R*N"- adAlbpry: eddk:O Bdriw DawAaawleaa bWMtwOM"awn C, 0 N ~ Evarrr " PAW **M a Coa6anos Melbow Elmkaden RPW awn a Plbdit Ne6ldewsAmMed or a Lksnesd F10 Ptamdarl Enw— Pbdk Reg-- -ANtledwaLlanad R01Ma Pmbadww Enpkww B�11M1awe BC1i�1.� ME CMAwROMWIIM go.wMbMrltimRim KIM 9A111IL ii REMO z=UR AM1 I I EMAW MN111" ma■s1obIMW1ehallm 9111LIM NINO lMrl■ 4 BER1113420ALUMMMOWROFOAM 9ERIFA 420 AUXANW SW REINFORCED ON, MUMS No Yea No Nek 1 SB0E3420ALLAIN OM SERM8420ALUMNIM8000ro 1201MIS No Yee No NIA XO.XX 14&W49gW0d 1GQWt NON4WINFORCED Florida DepaAntent of Bushuea & Rofteslonal Regulation Pape 1 d 1 Building Codas and Standards 1014016 Product Applowl Appla*m DdaN RUNIVIBt Rolm" go Miss IMM1M mMMMo[ goes INUMMEAlWMt Im111Mr1LAK )1diisM � Manmd AMMMd 1MM RNOWN 2017 fbopey&d tProwrob Canpwy Mork WeaMeaN bdeflek Taft Swvlaw NlL Gwy MWW 1106=7 ON10r1017 1aMD017 Approved o - e - P , Doan (513) 77O50M b¢ (513) 5183508 saaWbp W. Sedloa160wbr DewAsewdOw nlea, ,,adope7•oom CewpSorsYrSea Grata en MwkwLWnp aaianall,boiMm 9alMdeamoM eMoaMvbcRie AomWlaJlM hem WMas 1M1 edlAwgrM■YoU gMlsMs,MlMr6n9re IRHVM 911MU Ji Road !Yuan M 063 W-10 PAN -VI t 64& 94,79, M 150E 19& 4RST, BMw Pan Dab. 269L) DabMCw@'T b 16O' 86121rAn No Ya No a30 P8FG30 4R8F, 61W, ~, 44,42.86, 40& 429, 508, 001e. wry V040000ES0174; WS Gerepo Dow POF aDWV. QM, GR58V, AR66, ARWV, EDW E055V Florids D*p Mwt of WMh9Ms & Prop"" Regulation papr 1 w 1 Building Coda and Sfnlmrds 1402018 Product Approval Applltlon DOWN MOM male 1dKK Wk Rik RMUeMAM 21M 11Mt thmM 11■dadw 21" N6aMMrAMI Mt 1111" dbt good MOW MIG Mmo Ao WMM RONWN 2017 POT Meow" Dew RveA 1INKA0 0►BCCO-CER MwN0Oa11000-VAL 12MM17 12MM17 0260017 AppOad abeary WMww (641)45*M00 (70319, m s.bc.rsw ' Fbld drimmkilindrdwidescom Cwip9orme kbOmA C9rObaian Mork wLW V B 9o1khm &ooEMOLV a eo•mmLeLIw MMM gMl■ W! L1111111111 ISIMUNW12 M gou■MNMMtlMRiIe tempt gmY11,wa 111 w ITMMM 9 Pwa920(Wpememb- aO Vkg4FbadWkldw O420010 Ya YN Yes WA Florida Deparimmt of bAbAft &Professional Regulation Building Codes and Standards Product Approval Application Detail sw 11m Agora M1e160M glum ANORMLALMOM Re WN 2M7 M I Mr I mod Dove errdaMtw Lub Res', , Lama Oft"rr. BderlerDwa (717) 8053200 M0514 gvbWo": Bsap Ednbr Dow Asewdite baMl9warraed.mm Cw plwa Melks* Evakbem Rom *wn a Fbd b Re01 ' AmModora Licensed Awbe PNlredaw 0 A fLoselekbomk 11101 BMAARMdMM 5 IMES420M)ABaM BOO 1ffiNFORCED SERUM 42OALUMOUIRGOO RBIPoRCW)= 14WqW0dM&qw* prplwl 14 016 20 RAIRIM111110 go )M1d1111ft )m11Md biM111W 21111LAMIMId A®lid awn aevwrIke. 1MklaPE OYIMI? OMIRM7 08n641017 ICVIWA17 Appomd (71') 31744" 9a11MerM1sM es1■MdbL9M Aaa■MdlMIMU borer! RAM kmla 2dddLU tiZ eW■M eat■■ 1241=8 No Yes, No NOR Florida Depabnart of WlNrea & Probational Regulation Building Codes and Sh dards Product Approval AppNcalfon DOWN Pup 1 orl II %12018 110111111111111 gm Rule[ Wm WM 91111aPladM Rim MOM is" lbMdtMMt mmM NMINWA M OM 151110111111M Y1u1mi 11111101111111 a1G60112101 easoMd NM1M ReWWn 2017 abpa Bredkt Poo" COT"" IMP kNrllk Tarot awvkrs NA, Gwy PewWr 1140=7 OW10=17 12ODGMT Appood cal, wy: I , Dow (513) 71080M ko (613) 51985M SOGMOW SallorW Bdrbr DowAeewrMw 1"W"borflowedgmsam WetOwe Medved: C011 dbo Mwk wLllarp 911MeAw AasAMURNM A■■MAJOR ha■M WM■ Lt1AL EMON1200210 GUINUMwNiaWk bath 9911111101111111 Rubw EMME M OISM49PAN-VIG&73,73,64k,94.47,48.42lk4W Saw Pan air. 26 pa.) MtreCw(up W OW wkb) O0021=20 No Yee me +35 PGF142 41MT. MUST, GDOB, GROS, AR6& ED68 WNDCOO W74; WO Glop Dar POF MOM ma 71110 IMMMa IMe1dMalt RwMbn 2017 POT klduebMa Cedpp6. VIM ewWbsdy: Skills Nwt compewa Wand: WMk obw Mork orLb" nalwotbolift sal LUM 7 8118500 orate Maoris kpwO Florida Depabrwrt of Wariness & Profallol Regulation Building Cade* and Standards Product Approval AppNCatlon Detail Florida Deparfnnrlt of Mah ews & Proi9aional Regulation Pap 1 d 1 Building Codes and StandaMa WSWIS Product Approval Appkedon Ddd BtINiiN! gout MdMLa( RMt RMl NOW" Wit MUM vewho rMWMINK 20" B 11MIL11ttMM 2111011111M mat" d AWN" 211112,119101011 Awww a" RerMko 2017 TkenwTnr Carponia:r RI&VINM 0160"AaeaMalon& Ryon J. Kft P.E l2A2017 MIMI7 larM201T Approved Oalepory: EArbr Doge (419)2M-1740 Meneeenard kwaee @13)M46H UbCds W. *eM1r9kt Bwrlw OowAwwrMn sWr,-In owwOrse Ca*pOorma tieOrew CxMoeiarl MrkwLYlkt sow 9MWIAMraMM 411MUNK LUM 611911012LIW hoer 21M am EMAM1RIMdMat goumisROUNISWm kmNQ gMMtmAlL ■IN M lTr� b a. iquat8emaw8bt8qu0t W aWotewmwm* by sa W"olre" W Obw Fa g- DowwM 1201am1 No Ya No WA. 7bwrwwTnAgat W wM" wblbs. klae, W Dubwkt Florida Department of Bwhness & ProbWonal Regulation Building Coda ad Shr>dards Product Approval Appllealfon DedN BC■f� gm lMtl1LaG MUM Nil" 11rMlmehMt NOW NMmML&LIMMt PAVWDn 2017 MWksowead Doan aadBMger Lab RoWdolwa9 Colo wp odwW Deese (717) 3803300 PE40514 SebWbpoW. dw:e EebdwDWAWWWW belinpo .awn CarepOsawfike"Ead0etl, R9pw19oms Fbdb R9pbbndAmMed or a Lkw oW rgorMa Probedwor anpkww 11011 an1A.t9MedMlM 2 BERE54= AUAWVJM aD 3ERNIS 420ALUROWN SW OX, = XX 106*40806*nt NOWWRIFORM Poptdt Ve9M9 Wk all 91Ml1aAM go IM■MMbt Y1N01md bAlalmd PWANOmd AM■Md Llha SWM M Uda. PE O IS=? O I M17 0 GFAV 10n02017 ApprOred (717) 3174464 9rNr.AlroaM AMUNWIL LU AM■odbLRM hart WMM goumesbAMtlMWm 11110M 9 111LUM NMwMI B)mr■ 1201=8 No Ya No WA Florida DepaARerM of Btwhea & Protaaionel Reguisdon Pave 1 d 1 Betiding Coda and Standards laaole Product Approval! Application DelaN B■01ti1 gale Adk.K Rim R■ RiteelslM Wk ArM YlAM 11whom fdow Nossrr3lWMa xwwmmlbt riMMd bAMWtl BIGAWWW AMmrW ba1M Revlon 21M7 PeTkwill"" Dever RUA MawAde 0000-cot 111MR)OU9000-VAL 122m? 11)2WAI7 12/1a12M7 Approved ca"pew,0 br Dove (041)48&M00 (7031525W Sebbc*r*wyr. SUN Baerlw D=Aawrbaa am WatllemeWile!Gbrabe- MorkwLMat Bi1L1i1.IMM" 90I1LAINK a hmnokU Am AwwwAlerlin how 9WM 6111 BMMM200NO maMliaaolAMaWm ham11 91e1ALUM am" !Teri■ 10 9OD36f0 a.ors9 Mwb kr"M V68181at care Dow O WAW Yee, Yes Ya NA Florida Deperirnwd of Bush oss & Pigpssiona Regulation Building Coda and Standards Produd Approval Applicatloel Detail Pape l dt w0aws BAllim" go Neuter 9M go 2111001bt Wm 11121 NINO riMdlem g" 201ur11M OM IMIMSM1t Mod blrild fficANU MI AWMW MIM ROMA 2M7 OW" Bleat P00*00 Cmywy kbalr yilb11M8a1d InWbkTaat 391Mwe Nk Ga:yrak MW 11)2*2017 OV702017 1=60047 Appond Cos wp:edpwoms (513)77040M kr- (513)0IWM 060M9eeW BKWM BdwW DoorAaative wwderietlAdopry oar CowpOwmaebema Cw6ftWm Mwk*rLbat 8 9MM1Ae1■■e &1MMWbLRi! AMMxffibLYM hoer RAM 1M1 fca1MMBWMWaRMO k1e1¢ 9iM(MMNM MMI■M 20MUM 102 im W31O PAN -VIM 73. 75.84A, 94.42.4E 421L41M Bbd Pan 01a125ga.)OwaleCw (wr to lerr 0512MAWS No Yes No -W P9FFN 4RST.O W Goes GNIM. ANSS EDM we*)VADWDEGH74; W8Onap Door POF nw iva voyar mrcu ur euwne:aa a--wurlaa magulaaun page 1 or 1 Building Codes and Standards IM3018 Prptdt law, Product Approval Application Detail low-K Wm gate RMLt!MAM idle 201911; XMINKA Ma l0110■ibt Mditd bASWM MAM■MI A■■W awn Ww Red[ Mwr64)dae00O-CER Merd&Ode DOW-VAL 122M017 12M Mp17 12264017 Appal (W)4MA 00 (MO)3153560 drualepowdLable,aan 9o111LAU INU MdlocNM AaMMrW IBJYe hear 9nl■ II moubo "In m1■MNMw1MMIR Kill = 9MMt1001i liMwls 1!5 M vkyl sbtb Nap VA 0713m m0 Yes Yes, Ya NIA Florida Depabnal d BWrna & Picks nal Regulation BWldhg Codas and Standards Product Approval AppNesdon DdaN paw 1 d 1 i4we Florkla Departrnerd of WM'vea & Profsabnal Regulation building Cordes arid Standards Product Approval App cadm DstaN paw 1 d 1 11500l8 Florida DepaMMRt of WMinses & PM%UWlW Regulation Wlldhg Cads and Standards Product Approval Application Detail Pup 1 w 1 INWIS eATS46M 21111 2011Ls Rile Ise 2111eeM1M no 9 NA122,Ni got so" go 20 Rsealal■a am BA114"I mat NsbLot Rim no gsUL1WY Rate 1)Mt 1E11" MMmMot 21 M 10111E LUbm MWMI M 3 1 11AMWW HGAUMmI &arced M" Igo IMAM 111eHIMINK gomM i11siY1o1 Yt11MAle[ Ytldsul tMtMWd ENLAM■A &MEsal AMR bat Iowa M■abMass gems N1sllMeilwMe W111111M Ydi" Mow laIAM®al A■oMd a" RM" 2017 rwme-Tw Comwwbn Rick aft" Lydon F. War^RE Ryan J. lop, RE 1d180017 iOAM17 10022=7 12M2=7 APPrad HILWe 2017 eswoft aid Dom &wr89alpw Lde RLomw, PE Sown M. IMd%PE lard 17 1WILM17 10FAW17 12MMM7 Approved ReWbn 2017 PaTMakin Own Rurk MOM04 e80OO-cwt M 40ftl@8CC0-VAL 12100Mo17 11/1&1T017 1200=7 Apprewd Wbspy:BarkrDwr (419)2Mi740 PE43400 (013)767-mm Celeseer: Wirdowa ( M163500 PS M14 (717)31734M Carrsa"Nhrdon @41)4$WOO (r86)3154M0 1Wdepery:>►A**q-erlorDewrY Asri swafte ry:pddapm bSVAgWQrad.wen eacange .Marva CwepeawebOrork EvLtwm RgM9oms saw 1. 1- Mrrad: EYaMlaepl Rapwt*OM a Wae/rweftift*CeApatla MwkorUe t Rorke Ra611Mad ARbMdwoUrwMdforks Prdeabal EnOknar FWWR al ArdQWeraLlwaed Flw PmbeoraW Enok— nAllillIkUballilk &MMUW.Ixyu &MM1WbLRie I■ag RMIM WMAELD11111111111 iMt trmML1111MI M fows410=1 GM begone 9Mtlr1I0¢ NMWt !mu■ 91L1mA■■a i AiamWlaft e■■MdbWM lam Rift 9r11Lh=MM & ties &o�IW h®l Rid■ 1 Musow brN OaoaWWMww Abmkwm Muawr axmrlml Ya Yes Yee N61 NM1 9M1 INWAR 9A10LIM &AWN tTMMM 4a1 mOWWaostlM goMMsbmklM9a Kim gdeMLMN thrMMe earl■ 1 a.&gU0V%WCaWWW0ok, epW1100WdW&*Wt. WIR9;S ftotbrtedlqudt GLred Slepow 12r31Gm1 No Ya Yee WA 2 5704 Varied Akenkaw lbrOan 12131=1O No Yoe Yes WA O11MhS1diM1 NreYolauaet w 6grmtawbdas Skpb Door -pa)- I wOubmi tCadpeaeon Florida DepeMMnt of Business & PiDfOMiOnal Regulation Bldldirp Coda and Standards Product Approval Application Detail pawldl %wale 8112Ui&t go Alit 1VM1W 1MId0lim gored �UMm )1rr11MM )MIY�YIM AWM�i1W � ANNEW ONE RMdon 2017 Jaww diddle dblM - Prodrw, kar. PYgdmp air Rondd L O2ows Jake goo" P.E 0/202017 001084017 082SWIT 10n0GM7 Approves Cebpwy: PW We4 OW 34"W PE 1e121 ( W?-"26 &Ace%": Uses 0, 0 , " d0jewmetw Camploese Werod: Evskwkn R9W Sow a dle,aom Pia W ReplNwe - ANlaed or * UOwwd Fbift 9alm&omM AaalMMdbLRie Aas.MabcRM hem 211ft am 1510111111111110011110 fAMasbMIMWsWm mlliti 9rdeMLm1Q Bob" lb ■ 1 Canipbd: lap akat NAMNI nkeg OWN 1203VYm0 Yee Ya WA WA N N co U L ^^ .0 V C ((j O O O O ^^11 W c OCU LL ICU 0 E O .y -0 0 Cl- E 2 CL �-//U� CU C� AMMO CU Cn 1= 1-), ICU LL Q CU CL C/) "40-1110 < O CU V V W Q Z Z Q J SHEET NO. PA 1.1 Y r tea Fbride DWwb,wit of Business & Pmbal W Reaullsim Pape l a l &INd VCodesYidStand" twig Product Approval APPOcaSon DebB PIL0,13122,112 m. Meatus Iltudews aatlt lrMteAtalor StldMaat Imlitd some ardoo d Aaswmd alma lwvwm 2017 Jsma Neoao ataaro PmkW^ Se. Pltpw sm Zhu PA Md L Opera Jose SWAIM , P.E 0e262017 DINKS 17 060e12017 10W02017 Approvad IyektpwF Peel WW W" 349,2s27 PE-M121 (25l) 287,2620 sumuoswF am" aeperwaedea EvekrsuM Reporthens dbaarr Fkw Rasbbme Mdetod or s Lwmd Flans PrO' -a IEipkew fLNII aLbliEd1 aggLAoerlt AEtmAaLYo AtmadaaiEe b" DOE foBAL EOMLMBIoddlm lmomanwimmiLRO Mum 2Wdk B Bdwd bus 2 HatdIaPYM Lop Skip off-m alopw" 1203um Ya Ya MIA NA Fio ids Daprinlnt of Busi ew & Proftesionsl Regulation Pape l a i Mft Codes Slid Standards lalmts Product Approval ANftadm Deteff SilelW au Gomm as as Behest as mL Rana mmma ooL atMl dalort.Lre! IUIteIMst I/aolad awwom SCAmmal ANON adrt ReMMW 2017 Ili WE A. Sled Dan BratsMpw Lob R Loma, PE f vbnK cicala, PE 1023017 IOW82017 102041017 12322017 Approved Caapmp: VA 1,- (717) 365-M PB62614 (FM 317-MU Sweasa yn. aidIMe bwwowowAvd.am dbapaes Matod: Eabdlon Rgwt*oma Florida Registered MdaW or a'* 'F m IN *sMe nw Ens" edlYlt gooLAOEtE1 AMMMLOLUE howEL aalr am grin Yet C gooltlaamboleam amai outsiYmai Breve Precious 2 $714 Vsr"Alundflum Malts 122I2016 No Yes Ya WA Fluids Daperhnent of Mina & ProfeasimW Repletion Pop l of 1 BtAft Cedes and Standards haws Product Approval Application Detti GMNMM1 SASe inmkLOL tart no OMLerow as MUM ImWw muwkdal sii0r. SaolilL&Lt®e ImtdMJet YEtemd submw 21CARIMM &MEN" Elm Ravbbn 2017 POT kwwmn Dan RUMS UMM1400do 8CC0-CER eaaMWMBCCO-VAL 12106r=7 11We017 72VMT Approved Cdbesy: vYYtdeee (941) 486-0100 (IDq 11ti-26t SwAd wy: mum" dnarkapgIndushimawn dbegr.. -, llr0rb CNMMdm Mark orLMnp gooLa� Atmntlbwm AMMUdbLus taws gelds Yes! t96 aataeif RUSELR a Inmga gwdkmm somw E e 1 MrMaelbrAl Doomeed Nardore Ak"nk nMice 0e2802021 Yes Yes Yea NA Florida Departroard of Business & RvbmionV Regulation Wiling Codes ad Standards Peoduet Approval Application Dete alikK INS Im�lot omwmhm sects Btto&Leou PAMM 2017 JarNa MOM autlnp Products, la. PYpsho as RMM I. coma P - — Paawable OM340-M PE,241`121 srbcmbw :owke aaaplresrerebavMdmRaWirowa rsLbm Florida Rastswra -Atd*M w a Lbwrwd Florida Ptehaabnw Engineer Ywi 1 Cep,a LAP awing twCM■nt 1p Moro Pega 1 a l IAM& get go DOL&IMt go Imrdlydac itwlw YrslM USAeaesd eaaad am jam saawd, P.E. 0e262017 OLCW w7 081212017 10)102017 Approved gooLAtlate AtmibLum AElm uLkm WAFM gilt gommaxmmbosm Inum >otmeB Bohm Paton 1203IMM0 Yes Ya WA WA FW t Depertrwit of Businna & Profssel" Regulation Building Codes Slid Stwndwds Product Approval Application Dori Paso l d f VIDdle Fkdds Department of Businaas & Professional Regulation prpo t a 1 Building Codes and Standards tads+$ Product Approval Application DstW Florida Daportmt of 61MirMn & Professional Regulation Building Codes and St rWards Product Approval Application Daub Papa l erl /aass, Florida DepartrInert of Business & Professional Regulation BIsdIMg Cedes and Standards Product Approval Application Datell rltp. t al ,limns dingliam ga mdkK as all aadsso 201 11 am mdkz 20 go RoLbo do go K01162MR2 Sim idBtJx 20 gip 20LBldt go Ply gob No" go 20 AdLbmte Rlft rot Illalm unbibm nerd Sad1tILAMa ibulydsl mBldod BWdIM akAnoal &sorrow a" ml *am laaio0ds[ Saeae ltdoleL&SaEt1 YfWwdffi ydwdld Yelald n&AmmM At1md awe ho bwn ondminn Smdad BwtaLAlleww SS11iliJed at1We1M Ladmd IWLA MMI Adsmad ace ma UM&A rindeeam Smod LwotrLAimwet ImlieMlt Ysldetd add" lfadaomm has" ado FA M111 2017 Jaee oseiBueip Pr04cs, be. Paestum am Rotiw-Logaae Jose aaeh.u, P.E Oeriew7 Oso m17 0140100W /0/102017 Approved Promm 2017 Aside mcit Tlerpedn Lynew F. 2ebrddt P.E. ftm J. 01%PE. 10104=7 1010210017 ia114017 12M22017 Approved Revbbn 2017 Abdo I101t7bwnpoa Lyrdo F. sdv tP.E RyM J. Kip, PE. 100411017 10b3rm17 101,1111M7 IV122017 Approved Re, MIN 2017 OAF AadtaN wah RebM Nbm w John W. Knowevich, PE 00272017 001202M7 O912VA17 12N22M7 Approved Colgan. Patel flick M"30-2W PEM121 (367i2s7362p Cats arr.paatsw wMan4sle PE-4340p ($is)7071166 Mhla PE (33%671-23e0 -4310p (61A 707 A1e6 ela. Raoep Cpeyr (10q 7663411 PE-0p1e6 Red 77287M . Shft Olsphw*XkQWleeler 8C6 �mm sacide: r soft earn arerd9ry: A.Wred elastic, ffsw4w— Rudoemakwomp4owftms d*Am eow#llwm-- ' I: Evskodwi Rapartlani Cwnee plaMalted bYNraUon Report loan i CaetpElnallallat EveFsBM RapatSarr s F1011da 0e0tstsad AchbltwsUMAWRakb ProbsMswEsyrw ponds RBOMwd Archbot as Iloaaad FW& ProbaMM� Fbft Rogl-ANJ:bdasLWWMWFbdda PtobabM ER~ FbMe Probabal PJrpkew waLaMtaed FbrNa amatAantes mlmMdmeut Atmel>oLit S.oet gait gMdkAEnsas AmwwmdforUm aummiA Luc loud nrlt SlWAVAoote AMMMdanat AeassulA1tae cart gels gmdkA000ee Atmedae im hmmodA Ws mum glom Yid t�ladgeladrtwgoomiloklooLQO k= 21mulm mrmae Pont a" Product EMAWL20MOt asivQ gumoLim mEwas PtW alai alooLooddikokKnimm ememummo m awmeBarYaall in am gaeikim alum Prslds an ProdwillodILNumborarlhow &AMOLONEWO goolanmkwmLm lithe chadds WAR mute Patin 2 I1wdaPled tali rip flawarm beware 127912020 Yes Ya WA WA I LBquotMadot foe VadwsoldVSylsow 12IUM= No Yes No WA 2 b.&Wx*AMx0wr4lgwL 801% Varna am Vkyl apt 1WO= No Ya ND WA 1 OAFApi Roo(Iftl Fb,,Om reetlOraed 341b,,tetsb464W Sled 101201201e Iphidge aspisalt ehkpYs Ina Ya NA WA Florida Dop *rwd of Business & PM%UW al Regulation Pap, I di Building Codes and 8falderds I/&" Product Approval Application Deall nankgo so& Jim= go Rua OOLhomm go ma ltaltw Llabo good mmdmKkiast ItldM" StWe1 ago" ffiAe®M boom aoa RVA000 =17 TMW Yip pwascak Inn Kant Edon zed" 0. Prato Loa, 0. - lamewT 10saM017 10r102017 12W241017 APPeoed coo w -Raltq ismG246644 PE-74021 (334)300,I000 subcmow:undwkp-i ,nladenafte .aom Cpapre Mded: Evelu bw RqM Sao a Fast rA$MbW Amhbd w s Umnad FINNa Ralsaallsel Enynw [3d!»ad.Omitt amiltA.liwe &olmmtacut AosmdaLum sled awn lei amea glmk*X a Bohm Htaw e NL 18 LR MplrYt askmm O a M OV072016 Ya Yes MA NA Florida Depamnad of Bok*n & ProNaaWW Regulation Rea t al Busing Codes and Sbrderds lames Product Approval APPNONOW DOUR PLASIMUM Strip milks ale 20 BdLOO" alp me Mollie tiliom amo d ANdUKAMm glogo Jet Idiod YenaM Othm m d homed awl ReNww 2017 LV. 7harpean, bL doThatpan ANrlotawa Tay CtMban 2ledwyR Prba Lode ao 10110=7 /OW012017 1N172017 12MUM? Approved Mftb Cam"CrAMCO) (813)24e440 M74M (334)30D1e00 caaeferF PAC" bmAbonoMmuftmm awrcerpay Hasp Ames oNoBrtswa Sdepa PartdeO Rasp 6yaMn Ceepweswlbleb Evskt - Rspo * ma F7oNdaA 911 - ANAfsd or a Lbweed FlorNe Pr., ', 'a SiooLAoolo homudloLm Atmmda Lum rod gloat Ytd BM60uhsLmmlkwjLmm emi lame to Smlmrtareeital lames: adiNLmmi Berne EM 4 TAMCO read Top O 14olpVatNO Bate far TOP 2lpLwdorodmdUbwMboft 09r09203e Ya Ya WA I A Florida DeparmnSld of Business & ProYssbnal Regule ign PW I ell Besting Coda and Standards lames Product Approval Application D" 138YlAtt !mi fAILa Bdt gt gtithost Yet Min Irma a moo silo Em oLaut MOON" glii M SSOaeM arL omm AElmad awe RavblOrt 2017 "MR -.I,- Yhwoos JMmNa 11~UrBan Evabda Opy W. warn 1W1e2017 IGAMt7 1 IMI? Approved CdyfdaF tabs p m 2e9+m aaA - LLC, me) se44n16o aarc.rawI Rooap Tim sommommouobw oa Cosrel,so Wbeb Evdrs I Rego tlata a Pledaallrlkebn EdW' 6MNSMIPmhol godkAMmMM Aommdll m Aomalfta1 rod grin Bat EMSOL2 Etl gmtzmmomalt k.NM Shiatmii am d blot a Vas 900 harem Paso • Ls, WMAIM FL 10042018 No Ya NA WA Fl dda Departrwit of Business & Professional Regulation Paso I cat Busting Codes and Standards lames Product Approval Application DOW P goat soft at lilt gel adLBldn ale mil mum& irBism coon sm*NKiiJ,li Ndddom meow WnaM MRAmmW Assume ado Rev- 2017 LV. Tleepaon, bL dbs Thompson ANIOndeN Tay crobbwn Zad" it pdw Loa, Bpadsn IWIWAi7 10IIO017 IWITM7 12,12=7 Approved NoWbOapony(7AII00) (413)2M4406 M74021 (334)300.100 eosegory: Rodeg p.am SubC@ gw. Rooft Amemortas ad we an , - atw Partdie Rddapfydwn Ceepwee Maned: Evardon Roper: San a Pea lls ReS4tswd Amkftd w o Lbeasd Fbrlds PtUbe" Etpkew aA3ml&Eummhm awYuwo Arm ibLu a Aommomim and glom Yea bmmda mwm IidMeerlita0aa hum goddLmm BEwad Onallds 1 TAM001TMTp01FRNpp VweWhSolblorTY 28OLdmmdvadwmwkiboM 000s2m Ya Ya NA NA Florida Dapatrnad of Bwilea & Professional Regulation Paw I d I Suiting Cotes and Standards trams Product Approval Application Detail S3dit1NM ask B1ata gee as aILCaft get dip Iheaaw Aboipeat Seal 6omslL&U 1 MINIM, miaow bboW BEAmed &o mad ate RO MM 2017 Florida used Products era Clwk iwm Jam L Duos, PP.O Mdaw Jam No 0 10*52017 1005=7 1027=7 12n2rAi7 Approved Calea,r1, ROOM (904) 78344M OKM Eroeiddap RE Su6C&%W. Rootep Aoaaotbs ea a a dwkOhw=Am PE-31242 (561)414.7W ,-, Patden Roaep Bytom Covalence- - I Ewh don Rspdtaotn a PlaNa Reglewad Ard0wat or a 1Ja slid facts amuffidllmd0 t 90SLAo l womikL mt Aletoia JM lone OWE SOMA em*ML2mm m gnkoLb lMYoaa him gediLUM Btdod ft 1 3 3- RAYCO&gwtW 10 W<be V'Ntlguot AMMMM RMp V&bbr~rookfMlaad OOV2020 N0 Yea No NA lean 0.025' Akwawm Fertda Depp4rMM of Bsinas & Probsolonel Regulation Pep t d l Beading Codas and Stadads 1am111 Product Approval AppReallon Detatil SSi3l541tl Sale tdkm no alp DOLBmk lw Yes INS IIE WN llmiwse sold zw ooKkar Ydimu ar. yet11M suki" frAAINMW hwund awn I ,, 2017 Baal Rocatp /abmerLia e, Thomas Jamntal Pjw uabm evaktebn oay w. vftkm /0W811017 100e2m7 10212017 Approved exbow.rAd" PM 200,221E SWAMLLC. (20p 06401e0 swead w►: Recap Tea gwrdL-42@bW" CaspBstw et~. Rolumbwl FWW bran a In Proard Evabdon"MY RAVOIN 112taita SoNLAruoEo AtmnLBCY1t A9torWlta! !re gala Yest ftHbAMMMJhMiKALYM f l6ML2=di o 2MMULOMbIOL21itamB6 gddkk O bddM ft E Is sm"BO Pat PmBs-rblb, CA IGAMO01S No Yes NA NA Florida Dapwftm t of &dnees & ftheolorW R"Wedon Building Codes and Standards Product Approval AppkWm D4ttR Papal di law* i PLMNHAM .Slide BOBLt Rot this RdLbdo gilt MUM State imohmm Goo CderL,Albm ]Nahum yelmd lvhWM E12AMON AUMN ail Revbbn 2017 LV. Thoadoon, eta deThapson Atdawbrml Tay caret wl ad" R Pleat LwIM Bda - 1011020/7 1018=7 10`17/3017 UJI22017 Approved Mauro Company (TAMOD) 013) 2A6-3M PE-74MI 0" MISM CIOBIW.Raaalp wwAb mMk00ap.0PM SubCdyo yo flao" Aaaaaia t,t we a , , Potalw PAU"Bytom Campo wndeb Eaekrwlotr aspartame Fbndu Reatrlste' Arch ad or a Umewed Fix ptolsgwww Enpinea i ummgwuzmwa 901BL E hOMML&EM NOMMUELte reed av t A" Cam bukoLartlew Smemanningma1 MINIM golmL ¢ Boom PMatds 2 TAUC0 QoOaadt Vent 209L OgAgrl020 No Yes red -W41U Florida Department of Business & Professional Regulation papa l a l Building Gorses and Standards lnn4le Product Approval Application Detail Ste Entity w 292 Bit odePynsm 211 lye Ili BtOiettMC S vendae.eer llgtlatB alb PBCAWrowd At[SYed lawn Relloon. 2017 L—m, Inc Andrew Carter James L. Buolow, P.E. Stan M. Urld, PE OM092013 12h&12017 MOWS 00112201e Apprweo Category: RooAng (501) 9824511 PE-31242 (717) 317-8454 arbcatapry: RmxNiq Ali—orks that are an saartehakrrwn=c n Ideprd Part of the Rool ng System Carpllaee MathoO: EwMabr Report flan a Florida Registered Afd fled or a Lim"d Florida Rdew"M Engkteor E1fl�k SiI1WYAfn1i0F! Abo,*,dfor U, Apprond for LhertGt DleII Iad Raduet YwfN NuMw a liar ID HM S Illo�t PMlMIL4 1 D Ali"' DA-4 Low Prdpe, Polypropylene Peak, Rod Vent 07/102021 No Yes No 97.5197.5 hiedw icsty Attached to PWwd Deck. Florida Deparbnrat of Business & ProtessiOrnY Reg,.ww,. Pip t art Building Coda and Standards lames Product Approval Application DetaM II/AtBil ai Boas ale go 2MLaid w go MUM: VM k- laoiwal aMd BDdMKk twit milailm ltldod iW6111W FECA,-M ause d a" Rarbbn 2017 Bed Rooap IMMrNMatlb Tb*MWJammd Mato unarm anius on OayW.wdw Marml7 I&t0e2017 1021r1017 Approved casprnbbOl pM2)2MI.2= Bervioha LLC. OM 35"160 SabCMoeaFee Rep Tka #Wn- a WAGbWSLa 1. -- lie--.- saawdon Reportbotna m Proac Evaktdorr aft gmdkAmr Amffxmu ttft Aaamdaiae molt Blow YEi awhoubuddo amid aNkm Bamad E E 17 Barry p00-COrsdry 84b,lMttlaeflML BhMr,BYa, FIN Faces -MWOMWCA 1064=8 No Yes NA NA SPROIOEnpbh TltaeAM Florida Depwrmrwrd of &*IN= & Professional Rep+lallon Paso l d l Bull Codes and Blended lmmts Product Approval Application DetR Slid! am" act get amLlast gill ma YMOR mmmki lm tao w iwtat&Mm Ndid m lumm sod NgAtmtll Awmmd late Rsvban 2017 LV nia"asa, b0. dbo7bmnpan Mdisomw Taycbrb MN 2adesy R. Meet Ili, a, I 10norm17 Whom? MA72017 12/122017 Approved MOM 0Mpsay(7AMOO) (813)24&340 PE-74M (334)300.1sw ookpw. Ross% >otr)00ottte6eoMp.oan SobCMpMr•11MA AealoWadWaa .. - Pasalle Rafe System tXeparsMeseta wwi" aspartame Flodde Rsod ad Ardaaa wa Lloareed FMda Probselm Engrew ammiseLbRia godkAardos loomuLwitt AtmtdALM amp gall Y11 btaldat INK Sn wtLwMeaal ft i a mam9e mo mlee bleeds 3 TANDOMHOp RodWntwMr Odle 269LstsbmdmdWmw*ltde0raead bwb COMM Yea Ya NA WA Florida Deplabnant of Business & ProOwbPW Regulation peps l e l Building Codes and Standards laws Product Approval Application DOUR S'Jilodo&ti ai SIOLK m 20 RMLMBisll 21t ors )rats MMdW= on" ittsMlLase iwmimm Maud AWN" PIRANNEd &Maud aea RNVWn 20,17 80MR00"IYMtYNYeae TIMM Jammd IAPk10 Uhbse Evakmlon osyw.wdw 10N82017 101012017 1021=7 Approre0 CONOwy: aware (em se"M $KAM LLC. m ad"riec se6ColspoW. Rasp TAM Wanes. nan delbataLm c0moeerreo OlAeb Evokobn RmW*mo m Product Eaakrd0rr Eft* ammmmltftmma goo Loa ammouv m AEtmdabLrl arse gilt Ytd PmOOL20m lm Mgt alive atdiklm BIWte Pmsps 27 Vets on Medan Pub-Dwrw 1010442018 NO Yes WA WA 216 BM min" atautoet Reutdo 2911 9"Rodnoll-a- -0 - ea6oeaasry: Rasp Tye CastpaetraoMOM* Svaketlat Rspodlan a Produce I- k Easy PLAM&Ahl Pladlift Yes! Is am" 1100- COW" abb, shwa imtp: slob Florida DeparUsad of Business & ProYatonal Repletion Sliding Codas and Standards Product Approval Application Detll - Page l at laws Boom YIt go RmL odo Yet amm 10MOKAOM MINIM Ndi" idow EWLAMMO Atmod awn Tirana Jemnd IAPMO UdNm Evdeson oery W. Vhlw 10.h82017 10C12017 10212017 Approved 0420"m 8atvaaLLC. R06ledwateo tlema.}antstl00otwm n 9EIYLAtaeat AonomLiOLM ammmummm home glow adder as a.Ilvii gumukAn BMW" breeds Fa PraMh • Flerrderaon, NV 1000417018 No Yes NA NA Florida DopeAmennt of & loon & Roba-W Regulation raseldi Florida DepatnMrd of Business & Prolesabrwl Regulation pagel al Florida rap t dt Florida Depar4rwd of Business & Professiall Rtepdadon POP of t Building Coda and Standards tame Buldng Codes and Standards term/e Buidi g Codes and Standards laws Building Codes and Standards t150011 Product App - Application Doti Product Approval Application Decal Product Approval Application DWAN Product Approval Application Dstall l3se4t1t1t sal MUM Stllot mmub s Beta all gee larLbwm add bduKklrtl lleldll m follldld YtaaM 2WLAtmM go& A®md Yea eBasBtt gda me miwm Wariow sooka fact go gd(L&a alto suboLhiA a ld6ldle mil aBnllld MQAa®M Ica bmwM awn cork Sea Imams Yoidrm SrBe$ and lAd EKALrte Mdidm mt Rift gtit RIKZNMt Rea Ysldod trills l91g. MMO Assmmd adds P ai mE Vote mmdmam moww get alp aww YdUKALWM Ndiod.au you" !Woos OdLbodo gee fr&AdsmM AmmaW ado Ise WIN 2017 Boca Pooh-/AbrtbrLbo OelperF aalrp aebCewpwy: Rasp ibs Malrab eakaeM PAW*oa a PtOaid BWIaEOn 6egr Thalia Jammd L~thiam eaakabn Gary W. Weber 10we2017 IQDMI7 (e02a n"Its a«w , LLC. MM 3"00 a Idmr1M7 Approved MOON 2017 eau R,I-alMonbdANO Caft W. R-1 suscoasry: RewUse bg GMPaaw Matle I EasbdM Reed had s Ptoald llydufm FJady, ThOMMJN...Wl Kmo Lhawtn arskuwn omw.wdw ianaw 0? looml7 Raja 2e9.2Ya aetaaa LLC. (206 ON4100 tlenr Ied 00whLOP Nog 1(12IAe17 ApprOwd ft I* 2017 omw PtdaLM Preach, U.C. 1 Ib,, I: sbraee 1lep, Memo PateY CaslPliettea Marlton &reArtlert RaportSom s Rea ArChbdwaLlanmdFbdds Tkn Robbloa wa,rA.TwJr.,P.E Jahnw.ml,e ,oh,PE pnm me-7646 FC 44167 (pe4) 772412M Ob062p17 0/0312017 00t1120,17 12MZWI Approved dKtIN LLC. Rwabn 2017 �� SWCetsawy: BeMn Paab CaatpeerrOesoft* Evietlarr Rpat SOn1 i Fbdit Rtrw ARIMMwaL10saud Fbfaa TIMRobboon964) W2sw te AJr,P.E. �W m1 ,PE Oa007 OW12017 ( OpW12M7 12n22017 Appraise alaiAt 19 8eaaryon-catabyraw Shota,saw swap Solt Shore AteEtt>d<Lllt AEoOadaaLlt bWMADNodoft INNOM gddiLm Plot Profa-WIN worse,yi 1004=8 No Yes rod grit Bone Pmtta NA WA Bag product 20 Saaw1 SIM-ahMaS MOWS SadttAlatElt AtgwaiaLWe AoordaLlme B26112 ooEma SmeeaaieYdYeaa amai 2mmiu vi FIMPrdb-Ls1=PF CA I(L04FAIS No Yea field gWt Bohm Ern NA WA S3ffiS'aoilo am 1 20 goes OdvankO libel Sams PwwWHV Z gooLAlnoe9t Product ge rinow gmomtxoimooLow Cenupaod OolvoMsd 84d awe Paabtatsked 12031=19 wrct by Mill b provMa hWrk* to prObd,L AtmmOfar JUse Attmlaartkw arm glow lowm oddamem BMted Pmlds Ya Ya Ya NA aw,d 2 M Oqs OWatbod MO Bann Pwob"MQ amoLAtlsse dommu gm AmmmdaLus Plgid.Yardtoe OM amai gedimili Cwngobd 0"add&Ad Sbmr PsnM tobked 12212019 No woolby halo b Pm'Ida Irsrlaa ptaadaL red Oeoa BlMte Pm Yee Va WA YeadSmIt N (U a'C"' U 0CL •� O QD CCU D � QD O 2 O O q) c o O . (n "d 0 CCnU C 0 .Q ._ C Q V a� 0 C: 0 CU Cn 0 C/) ICU L Q C c U O V N to /`yU� W W Q Z Z Q J d SHEET NO. PA 1,2 Florida Department of Busks & Professional Regulation P.q / a I Building Codes and Standards 1/72DIe Product Approval Application Detail Florida DepaM(srd of Business & P+a UWW Regulation Page, a, BdldNg codes and standards ,mans Product Approval Appgatlort Defati BelWdt Mom aft Rothman 11111111 bE mom r■ivaas gams maortaLAirEe xmmmum xmmm tli ara■md aEmd MmE Re, NOW 2a1T RW it "cowmaa emlp ft owl Los& ICC EatMbn service, LLC Wmam M. "" M 114119Rm7 Og/0 WT ob2irmT Approved CateeaeP mbuoYq Carponenb @tn 9I M73 (40 M4917 Socomeeyt Trans Pees sww bomokkebv MR CealP� Were! l.aWbn ReOed>Mri a PnNrkY Elabnaean a%* M AE■mAILNm ang ➢tare trim raetaLOattnmE g9m■tbimtmtLgo In WAU aomk a Burrs rnmm■ 1 ITW$GGPMN HVW = IN&am8) pol cvnnedwplm 12I3102M Yes Yed MA NpL Florida Department of Busiwn & ProboMm Regulation Ploe, a, Building Codes and Standards laws Product Approval Appticationn DeW lSelWi ask iowr r no grin RlrradE Ode bE YdE malmWoc ROW mdrmlYatra iddli el YaammN &W W BgAmnmd hmm d Mot Re"MN 2017 rrW BliarrI CaagaWate Group rno. inked Loeb 'CC Evaluation movies, LLC WaI s K hate, PE 09Nemi7 OnTrAl? OM72017 Approved CMea, I svu**Covoowie (847)0166473 (4an M4917 MCCeem.h: Two Pbba atnate Ymdl.Od11 Cempmomsoastnwb mm Repwtkma Podlra EMmbn EnNy looLat hmmn Kam am untbLlm Meats gUIR "9 &MkMLMMMLVAMkKMJMMIIadMtWaabmom gm ogaRkd■gar htilaa gLd&MM Boom zm 2 R7W 9DOA4M nags Pate Msiat Ca.reabr Pbb 1= 2022 Yed Yes WA NA Florida DowtrnW a BwYwn & Proessim Regulation Page, a, Building Codes and Standards cams Product Approval Application Detain !Smom goat mstLr No go Rothman &a Ann *0" s m blon gmw imlrsAMr Ymmmnrl YmYaO ammMUL arLANN m hmm m awn Revision 2017 nW a --- . Danpomerb Draw t% Sk" Lmb ICC Ebktbrr SWVIW LLC Wren M. Ranted, PE oonsm17 ONTrAi7 OW2irAI7 Approved collallc mYYatea Caagabrb (647)9184473 (Wn6M4917 sW4Mselr: Trims Pete Weboebbrts.cm CempmmM NIWA* erekbbn Repot N ma Pmbd LiveWgOn E" aliulmhokm gmskA a ammmthrirt hommaiKau km grin ease emaoLonu Lrs laemimULamREge h1mmQ laruamaa D arcs ran■ 3 IfW sCOAbbm Trials aae0e Caob,l Pie 12g1Q022 Yes Yee Milk MA FWM DWWWml a Realms & PION@ftnal Regulation Bulding Codes and t Rodud AppwM AxftdM DOW Pape / a, lmaale Flaitla Deprtmrt of Business & Profwriond PAWAWM Widi g Codes and 8talVafde Prodlwt Approval Appitoadon DetaN Pepe / erl lassie Florida a Professional Regulation a Codes Building Buildingg CryLNt red Standards Product Approval AppRaadw Detd Pao., a ,Algots Florida D elwrMnrlt a Businesses& ProkssioRnel Repletion Btildig Codes and Standards Product Approval Appmedoal Dear Pagle / a1 ,moms dMM " gmk IaMCA[ 21111 got 2MLBo Mt gat ! AUM go !virus 20 go amen" got PLMW4 a limn malOLr gam no gatBodo O■ PILRIR4b; auk sm&-K mla lime gdLbta ff Oat rot YdE Irsitaag gmalaL BmbmLAMl Ymlmtl,t 3fdmYm ba BgAN ml ammo awn ion IMAM m muhmm good REtnL&lrae Ymrmuet Yflalarm 2 r BgA®i &MUM mom nut Y MM m obibm gee ■ INKALN ea 7raall" x0 totem a Lhwxmd !Emma Malt tut Y■IE mmdmae GINA n bEL&LA t t Md mdmm Ymrrm Memo a&AMMM AMMO Mat Ievwn m17 rive Od*i9 cmponrb am * bra mkOKLetet 10o EnkvNm mesb, LLC Wale LL Rm - PE OOMO=7 pmN7W7 00191M Approved Wvbbe 2017 MRek kldtnbiW b% DwM Watt ICo EVOUNOM marvM, LLC f00 Evo9Npon Aeraw, tam7Jm7 IOM92017 1pm2mD17 Approved Re Pao 2m7 Wrok b1dbYYe, Inc. OWN Wad 1CC evMre9on able, LLC lCC Hvalatmerr mevb, im mo17 IWIO 2m7 102=17 Approved RNMon 2017 Nrok loathes, bad. D" wart ICC EOatMon mervloe, LLC ICC ErMealin service, iamo=17 lwtwm7 ta7JMo17 Appnteed Calmar-. BYsrOpal Ceneolwmp pt7)9l"m (40n M14$17 CAWOW.m udurd Coapowpp (314)461.7480 I.I.C. QMmo% bnWa 6 @f4) m LLC. Caeagwy: BbOtMle1 Canpanab @14) tm1-74e0 U.C. eabCMaeeeYt T's Pllrae siwvYOaWOMsr.oam erecelaer. Thla ABM ENMLowA=M PW O04M paths, mubGleeOry: T1M Platte e it=0 daarlomLmm @Om 6g99e00 mWCalpesys Triele PlOM Oem (206) a99i800 OareprrM Webs emMIM Repetir m a DemPeeree Williams; evokodon report Awn a Casspmisea Wtot ewkvd r p4w*om • comow" IkAw* between PAW am e ProieJ Evakobe Emory Pmerct Evakom Emq Prodlaa Evabrabn Eft Plasma Eaten, ag�661Bmr 9WOLAta hmmmilocl m An NOLNLNE roam gwm AUEL a■EE ammrMi&Lmm hmmmLMLur Immm nail® gaamrAE ammmagAVAN 6EmmYULUM mad RdE mmisLam a2 mmabLVE AMMUmrtlm low Rom Rem GmLstgEtMML Rmm■imm boML2 r 1Llmml< 29mblOmM Rumd tam a m StalmmmdmmEL2& inmm gmmmli mat mEhad inns aEm P�1.gorlt� SamdmEl�o hlmMt Rllalrr = gnmo G■rn Wm bibOLONULMMMKKMM B26id2 m on gEmiCnm■agme hNlmQ 99a■tlmOQ MEMO 2101■ 4 11wocGotble Wlla WW Comledor Pbb lamir022 Yes Yea WA WA 1 Mum 19OLKWhbh Wareebweaontrsolor pie oiml= Yes YM N.A IA 2 MIS fama.bubadnmcbfpbb DIM/= Yb Yed WA NA 3 kfrlsm is me fish bbwleooardmplb 0111101102023 Yb Yee RYA ma MEILWtlt soML 11 IMML9010 noML9� Florida Dgwft d a &wives & Profassioml Regulation papa, a, Budng Collet and &Wdmrds imams Product Approval App mdm Deal RANOM go mdr m no art akbm m Ran bE YdE mmwk% [ ROW &UdMKAUt Ymiri,l Ydrrd Wmsrd BgdEmd loot am RvAdoo 2017 MRek b*AbIW Yno, oil Wall 100 Ematraaar wvbk LLC IOC EVaMbe mania, 10MO=7 IOM9017 10rZM7 Approved CaaeOaer, mersitat Caspawb (3" ON-7410 LLC. tllCalpmy: Thole Pleb daeloniean am 899ir0 CebOeeeleMaeW! LsYat I Rowelling Produra EveYlMbn Ell* BANUAkhobW MaMLamrEEL &2mmdmmm ammmmALLIYm Mimi am ■tE fry how adimLen boom Pn■E 4 MI= 20 me. Dub aaelwbr pie 01/012023 Yb Yee WA WA ANELGO & Florida Departrwrt of eusaess & Ptok$W eel Regulation BtRadip Codes and StanndaP(la Product Approval AppNatlm Defall psP, a l ,aaou Re FloridaDe va�x a BuairLtes a Professiornal gulaion BuAdig Codes and Sandw& Product Approval Application DS#Al Pap., a, imams Florida DepaMnrt a Btaeinees 8 Prohakenl Regulation Building Coda and Standards Product Approval Application Dald Pao., q 1 IALMI 2 a Ad" got go gmtrmaE gar Salim mobs O■ gm gIKIANN ROM gw agkK got gin: 2$kbm a no boa YdE mrmdmkm faolmt mn oKAJbm mdow l Yamrrm rimMW IM AE■al a®rod mom Olt Yore mrmdEbm Sm9rt maitmrJilm■me md6m m Y9aMld mWmmd EWA9®mt Among drat rite 3r0re s m b9m fasltr/ ANOOKAMl YaEEEtIL IrW W ambow Bg!■md hmo mm son Assbbn 2017 Nrok bWMSVIK b% OlM Wed IDC Evakrsibn ma 4lm= ICC Esrakretlorr Iervba, lome=7 18M90017 1012200017 Approved Rev- 21"7 WyedMnMr Rob BaYlat loc Esstw9an eardms, LLC JwmeA RoYmmn, PE ae/J9/J017 OGMW 17 0710312017 Approved Rerun 2m7 WayedMuar Rob odk in loc L'rsilraaor service, LLC JenbA P40mm PE Ogramly OMWA17 0710371017 App.wd Cabpw-smwx lompmwb (314)e61-7400 I.I.C. Calmly: 9eslaa Corpowb @140924d470 (mOm/m3C13M Ceemay: BbuoYlalfJprporwb Ra3)924e4/m (OOe)a39•,314 a -Tlaw ftbe a+et� x"Moo eo Lwd LwBm Raaoteatlntm4�yark+ ibac Weal on llpaakama eaeprrMii-* a wpoanan• aeerWbad.BaMlNroaaI Conpaerw W01od: eyakwM RePad9am a suaerJxkn Produsi Emtbraf Enty Pmduq Evebatbn End, ProrlugleWtebnlEW4mYmlls- ainwALbobb gmdkAtaamttt ANNEINlre A®mirLJrt !•lam gtmE aLMUAUMde godkA EEt AemmmAitlrt aaEemlllLlrt lstmat gmtE B NWf&■dmk g■oLi■ At®mtirlra A■mmAictrt Iowa am m Wm EMAWAI&INNIMLKAM la NLOUNk" 221blmmmwA me Im100Q gmtiMlma mrWd nv RULE ememLgutddE goosuEmtlERme it, falls: OIMIMImma memo Gomm Am bRoNLORbLvmkffzjmm Gmtmgm osft goommu dmumL mm lalgaa ONNMU ma &it" Gre11m 8 MI2MM 20 am, Mob aber me bm a vwdw Ole 0I101=23 Yes Yes m WA / amaaeen LVL Lmrebld Voear Lumber 03/3171019 NO Yes WA NA 2 PuaIm PBL Pa SAM Stand Waster 0313IMS Me Yea WA NA aa.LOlrrr aamrgmada mmtmrgmmt Florida Dspol li m a &mbess & PfolawW* RepulmMn Bolding Codes and Standards Product Approval Appilmath n DGW pligellol ,masts Florida Deportment of Business & Professional Relgdation BuAumng Codes and Standards Product Approval AokdJ n Detail Pape, a, v69ms MW t Deportment a &nkwn & PPofmo" Regulation Building Codes and Standrds Product Approval Application Dear page, or I ,made Florida OeD a Codes a d lender ad Repletion Building Codes and Standards Product Approval Application DNd revisit 9aame 1mAMlz�a gmM mom no gilt gmLNeia Mom l !mat mmrLm lid got RLILDROM Olt MUM limn mom= lima no RartaamE got 8mNR31m Rob novel[ lid gar gOLEAME g■ b< lad■ trelio0o[ Ormtm LmmtrL&HttEt 3r■rgllL 3fmmLrm 2W a ran ng a®d awn b■ NONE Mindoo L ggWm lmaaaL.MrEE Ymmmm:l Peel AW Bgd■■a amm m Mmt bet land■ m■iom Ratan ioiEsALItEE YtamlWMl Yallmtm RWmYm BRAMMUM A■mmm mum bE Irmo ammmikm RErm mtmiLWEt 3raMlrtil YdM 0911.rm BQAEOtd a■mEm own IlaYlrltn 2017 WFJ$WAO W Rob BMtvin 1100 Mattltnn sevb, LLC A. Mimes, PE o8mtf2017 0920=7 07AamT Approved Ro Won 2017 va, '-- . Rok aab- IDC E OUdW SWVklk LLC Jesse A Rothman, P.E. O&rZ=7 OIFAM7 11780301017 Approved leaf* 2017 alyedMsw Rab 8sidal too EsetltM SWVIM LLC Jovial RWWM, PE 0112=17 OV2WM7 VARM2017 Approved Rerbass 20,17 CA87CRffM Usk to Crib 10M I M NMMR orb BCCO -Cot NliOede 0=- VAL 11MAIMI7 imam? lii2l 2 i7 Apprdred 1M . I sbratbW Carrgorwb Rob Om1A4M leas) SWI344 Ce- S i BbuobW Carpawb R6a1924M7t @ae163413M C4lety: at4-0Qe 01ag)63F73M oeteery:MrMeaDedparmrde (Ns1821ve8t1 pss)31646w etlb0eeaee, 6npbebd LJWtw RANLBtld.Wow o" SWOOMapry: EayenWd LaWOar RaOaReaMiNnOwywlr NOCee9ery: 5rpeaeed LumberRob.da.aatlnd'aelma eWeaeagwr. PrsdwekeedededbaRaMlaa � �0d hens euewsen CalpbrM vets! + lambaste elms NMT WAOba FrNq ProerOlEMBWonEedm, Prodlstt EVaMbn Ell*ProOEakrden am ontAGmmda C++pabu Wemh Car a- Milk or LYlrg amuffALasoa gwisLa ooUL aamabLmu am mm9lotirt nEm gwo BmoRALBod+ godkAd amm wkmm AFAMMI&L■t 1■d OMEN WmMLA■■EB Am mdht■t Ammm mLkgu NO; gait 6AimmiLBOOM Oltaretalmmtt ammolLULON a■w alYLJrt am" 201M Mae amemLold&mmlkKALNM lammO mdI gBLAmmd ouLRO lam 9mmann BONN ran■ REe BmedmohLamhKALNM bebdmmdw m gmamLmm mEg■ IDIOM gNUML tli Marrs Gam■ me CaWRrRrE gasmmmmbom aat lk.N" gdnm emWm lace auE Gmommaoddl® gmLmtlRWlsILgmt hk= gmkvL Ra BONO ft E 3 7krtosbeld I.M. Lananebe ebeat Luwbw 03131,12019 No Yee NA NA 4 TJ rim mood sbualw e:Onlpwb Wrenn onebd ses ad OM10201111 No YM NA NA a Mtyat■eerR Is Baal Clbraad O Md Beard Rim Bold MIMS No Yale Hill WA 1 High abedme Cabree Lllb 4, 6, 9, Bed 12 Inch sees iamb ""I=$ Yes Yes RYA NIA based Rion Beam atlmLfitlt ��` ��■ aMoLiimaW N L cn _ > � U =3 N Q CU O .(D V O O W C O U O > .� E 0 C 40 Q .Q .9 -'/ Cn-^. Q Q Z Z W J 7 1= O Florida Depalmrt a Bovines & Prohosim Regulation revisit Florida Department of Business a Professional Regulation Pap 1 d2 Florida Deportrnent of Business & Professional Regulation Pape 2 d2 Building Codes and Standards 1a2ms Building Codes and Standards 3=21"s Building Codes and Standards 32142019 Product Approval Appkadw Deal Product Approval Application Detail Product Approval Application DetaE CU PLoirNm 9ftEL6ffiaJaN Approved jar !Use, Approved for ImiMtd Qeshat ems G r mall Resistant 18 2s Gle. tirNPeR Oa. GulfPBR Rod Pang over 1z4 woad oar22024 Veer Yes NA +NlN NIA-N/A1 � mrrl.r gB got �NE� g* S� Bray or 20 Ott ! g0 Pur 15fJ Purvis bE Y■r gam mamamsALMM lam m" Y� Adam BgAmmo Aced mom ]ilia version 1rmBElm Sn�tt9t Enchater & License Validated11 Ymrtfm a Pat Approval aam9)ma etamt 19 28 G.. GulfPBR ns war Min 28 Gs. Ou11PBR over 15/J2equd; Plywood Rovehquot; l6a2li 0411212024 Yes Yes NA -N/Al 8F +NlAI Ravit& 2at7 Comdtwl OWANb Pmdmobjm RIWOM TNUY N. INVeI J"ley 10M44017 1011374017 loaea017 12Ma72m7 Approved ReNNon 2017 Gulf Coast Supply B Manufacturing, LLC. Eno D" DeNN S. Kuhn Locke Bowden P.E. IOM22017 10/102017 101172017 12M W017 Approved -154.7PSF Ltireeerl• nokm oompowb a N1A m8M17D7 PE-00122 Ism gM4M11 Catay: agRooms (352) 498-0778 PE-75519 (334) MO.1800 20 26 Ga. GuffPSR Min 26 Ga. GullM over 1x4 Wood PoMns over W/ 122024 No Yes Nag +NIAI O Pmdoft Inbedrbed b a amass PrealeIs 0yahooaanr aubCsleorr• Meet Ro log bbMggfcaasteuppy.aam IW2&quot, Plywood -151.7PSF Nov T�.P Carpemse Modm&- EWuaSm Report -ram a 21 26 Ga. GUtOtb sin 28 Gov. GWIRib over,x4 Wood Purges over 04M22024 No Yes NA +N/A/ neepeerbe Meamk Evehow RaPM Bari a Florida Registered Architect a a Licensed Florida 1502&wd; Plywood -164.2PSF � Rolla FlpMem0Atdlbq wadkmmdFbrM ProlaWableryYMw Professional Engbew - _ - .. •: ':: � -_ . 22 26 Gs, GgrtRb Min 26 Ga. GuifRb over I5Mliqud: Plywood 00/122024 No Yea N/A +N/A/ ^ �f BMIMEOLBO&S-. - _;. ,. . ' _ `,` _.- : _ -. '. Aooravedfw Dw :: - 23 26 Ga. GUNRib Min 28 Ga. GulfRib over 1&W&gmct; Plywood OY122024 Yes Yes NA +NWPSF NW SF � Mori lit" 24 2B Gov. GuIIRb Min 28quo t3u1IRb over 1x1 Wood PurlNn over OW 72024 Vas Yes NIA `N/Al N!4. am�Nm A�NW � gift s 40 ice. In NV M 1 lawn Plywood 29 PSF ftE �Q� kL= l m� GL� 1 0.0326pwk Aluminum SV Crimp Mtn S lywood aluminum Roof Panel OY122024 No Yes N/A +WA/ 25 2B Gs. rinlgtb Min 29 Ga. Ouywo over ix1 Wood Plwgrrs over DY722024 No Yes N/A -N/A/ N!3. .}� f Distorts or continental Camel Pnleeli PlboMt Pak Aealleaeed Corlorsb Lllab 087a871021 IkD Vb RYA N411 1532&qud; over 151326qud; Plywood -108.5PSF 15lJ28quel; Plywood 15 quo -1238PSF U 2 3 0.0328,quet. Aluminum GO Las f&quct 241p. GUm Sop Lin 0.0324 lict; Aluminum Gulf Lok 188qua, WWe 04/122024 Rod Party over 15r328prd; Plywood MquoL Gulf Snap 24 Ga. 170ud; wide Roof Penh 04/122024 ever iSC2&qudk Plywood No Y. Yes Yes WA NA +NIN -116APSF +N/AI-131.OPS 26 29 Ga. GWdtb 27 29 Ga. GuMb IAn 29 Go. Gu"Rb over 15l32&qud; Plywood Min 29 Ga. GuNRb over,x4 Mood PurlNs over 7M6&Ord; 0.8.8. OW 22024 OW122024 No No Yes Yes N/A N/A +N/A/ -146.GPSF -NIA/ -101.OPSF T� 4 1&quol; 24g.. V.-Loc 1&quel; Veraloc 249s 16.5&quat; Nods Roof Psn l 041122024 Yes Yes N/A +NA/ 28 29 Ga. Gulfftb Mn 29 Go. GulfRb over 7/1 Sequel; O.S.B. 04/122024 No Yes N/A +WAR V 5 /&grrot: VerseLoc .032&qucL Akndnum ever 15A2&aq; Plywood 18quol VoisLoa min .032&quot; Aluminum over 04M2=4 Yee Yea NA -1381PSF +WA/ -116.OPSF O 15/421liquot: Plywood -101.OPSF L Search Critics 18&prq; Wide Rod OY12!l024 Yes Yes WA +WA/ 8 ,.S&quaL 24pa. Gulf Snap Panel Panty over 15/l28qud; Plywood-116.OPSF r 15 BnaD at; Plywood A 7 1.584uor; 24ga. V-Loc 1.5&qud; VoreLoo min 24ge. 16&quat; wide Roof 04/122024 Yea Yes NIA +N/A/ - P.nN Pax 15fJ2equel; Plywood -123.5PSF Cods Version: 2017 FL ilk 11651 8 2&quot: 24. MagLLoc ge Mn 24 Ga. 2&qud; Me9ala 18&qud; wide Rani 041122024 No Yes NIA +N/A/ Application Typs: ALL Product Mr ukchu : ALL Pand over 15032&Wd; Plywood -108.SPSF Category: ALL BWeaegory: ALL 9 24 Ga Gust Lak MM 24 Ga. Gulf Lek 18equal: Wars wer 15f32&wd; 041122024 NO Yes N/A +N/AF96.7PSF Application eistm: ALL Compliance Mathet ALL 10 24 Go. Gulf Seem Plywood Min 24 Ga. Gust Seam 168qud; Wde Roof Parrot 041122024 NO Yes NIA +N/M93.SPSF OuaRy Asswwee mvay Contract EspNed: Product Description: ALL ALL Product Model, Number or Name.. ALL Approved for use In IIVN2: ALL CU aver tx4 Wood PUans over I&32&qud; Plywood 11 24 Go. Gulf Seam On 24 Ga. Gust Seam 13A&quat; Snap Lock 0*12=4 No Yes N/A +N/N Approved for up aulelds vim¢: Design Pressure: ALL ALL angst RWstata: ALL Date from: ALL /� a ■ ■ 12 26 Ga. 5V Crop 188qud; Vdde Rod Paint over,5=quoL Plywood Min 26 Ga. 5V Crimp Rod Panel over ISW&quak OW 22024 Yes Yea NIA -108.6PSF +N/A/ Dat. To: ALL Plywood PSF 13 28 G.. 5V CMp Min 26 Ga. 5V Crimp over W32&quot; Plywood OY122024 No Yes NIA N/A/-131.PSF +N/A/ w 14 28 Oa. SV Crimp Mn 26 Ga. SV Comp Roof Penh over 1x4 Woad OY122024 No Yes N/A +vital PurBM over 15A28quoL Plywood -156.5PSF C 15 28 Ga. Gulf Lair MM 26 Ga. Gulf Lost /6&quoL Wide Rod Party over OW 22024 Yes Yes WA +N#V L 15/32&quat: Plywood -161.OPSF Q 18 26 Ga. Gulf Lok Min 26 Ga. Gulf Lot 16&qud; Ware Roof Panel over OW 22024 140 Yes NIA N/AFS3.5W 15,028quat. Plywood Z 17 28 Ga. Gu"PBR Mn 28 Ga. Gulf PBR Rod Panel over 15/32&g4q; 04M22024 No Yes N/A +N/A/ Plywood •154.7PSF Z Q J a_ PA a.. S�j 0