Loading...
HomeMy WebLinkAbout6521 Wagon Trail StJ REVIEW DATECrry l - PLAft ZEPWyRHFLL� ALL WORK fNAtL 00,4 L CODES PL rRMIA c4ljIi.DIrJ "U 140VAILING NATIONAL ftgml y .� : � � OpDe, AND THE dry of �'r���RHILLs ORDINANCes ABBREVIATIONS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Red. Radius ADJ. Adjustable Ftg. Footing Ref. Refrigerator A.F.F. Above Finished Floor FIX Fixed R. Required A.H.U. Air Handler Unit Rm. Room ALT. Alternate Galy. Galvanized B.A. Base Cabinet G.C. General Contractor Rnd. Round BF B'ifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Int. Interior S.L. Side Lights g Cir. Circle K/Wall Kneewall S.P.F. Spruce Pine Fir Clg. CJ Ceiling Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Decorative Max Maximum T.O.P. Top of Plate Ded. Dedicated Outlet TR TOWEL RING Dbl. Double M.C. Medicine Cabinet TP TOILET PAPER Dia. Diameter Mfgr. Manufacturer Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Mono Monolithic Ea. Each V. Shower Valves E W Each Way N.T.S. Not Scale VB Vanity Base Elec. Electrical Opn'g. n On Vert Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. fixed Glass PLF Pounds per linear foot WA Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof PSF Pounds per square foot Fir Sys Floor System REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 12-28-17 3.00 ADDED VAULT. CLG. 2017 FBC UPDATES liM111110 LENN/�R 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES SN1 DETAILS S3 DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS 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 Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. !9W z z�z a z CS V) QD � w 0 c E = IV/ VV)04 o v fM W 12 ltt12' M LL C O to ', r Q rno BID 0 f0 N �7 2o yocv' Z W � N N LL Z �i+in W !—i�� IIIIII� w uLL'.t COX t .y P -1 +Pgin To the h o is k dge, ' ntati a belief, ttre ructurarplans an cifi s oanta{! d within thdrawings"eomply w�y1�. j for da Building Coe - it.es�' jenYhi nth Edltiol'r. si nature a ar`ffor' for firatraLRu ee portions of th• wingmagebe�ar er's�ature and seal. f SRC p I I �''/Frlfltrltt �� O O Z cV 0 � N f O Z > M C) Q 'p LA a tn•LV- V)L L Z Q 0000 Z E W J � Mill! tY o Za ZSU ce u i 08 Z { fig{ O W W g� � Z Z ' M � W 0 0 LW 0 o . k ^ U4�:� Z J r-J Ln rl � LL! QIgE58 `�ZR $ V- m C 06 Z Z �Z. W O a X: UJ SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. C S I- _ L u::,. d: , - - - 1 - L,. At— 65' A D S31-(k H.B.+ �IIC]IIIIIIIIIIIIIIIC��?11111111111111111C]IIIIIIIIIIIIIIIIC]1l�IIIIIIIIIIIIIIC]11lIIIIIIIIIIIIIIC]��II�I�i1!��i�1�[]i111111111111111[]IIIIIIc��»��ii::1111111�11111111111r - ---■__-III - O 'OWNER'S SUITE 1 CARPET � BUILDER TO PROVIDE -•• REQUIRED 2 CAR GARAGE A 1 CARPET li■O I.4■■-■wW L- �0r �1 . .- FAMILY - CARPET 1: � A.F.F. DRYER BEYOND WALL ® NOTE: WALLS TO BE 1 11 ® _-`- i ■I■■■�HANSON 7, IIII■E I" 1 lu ■�■�■■I 1 1wrorm MIN ��■1< ■�./�1 .� I��,�1 � ■ !• `• ---�-- 1 1. -11111111111L!IIC7 n En�� O 1 1 L]' ■����■■I ■■�� � � .■iiiiii-��liiiii-I�Iliii-liiiiiii�l, ■�■■■■�■■■��� - ' �������� JIIIIIIIIIIIIC]IIIi111111111C]IIIIIIIIIII - ■■�■�� PATIO •INN CARPET 5068 B.F. II ro / BEDROOM • CARPET lo- - - r • • CARPET W��■ - - r �� • 1 CA PET ■1 I�■■1�-- ■ - 014 0 WA i -1 IRS N - _ a Wh..- I 601 - •.• = __!_/1111111111111_IIIIC����IIIIII_11111111111111_11111111111111•.IIIIIIIIIIIIIIIIC7�1_IIIIIIIIIIi1111111_11111111111111111_!�C]1111111::11111111111111111_IIi1i1111111111_I11111111111111 iU) -• . • H B� SH EGRESS EGRESS A O S3 O 19'-6" 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=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4- X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 } S.H. 13 20X38j 18JX371 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 } X 62 } S.H. 16 20X72 18jX71j S.H. j 32 27 1/4 X 26 26 X 25 j S.H. J 33 27 114 X 38 j N/A S.H. 434 27 4 X 50 1 N/A S.H. J 33 N/A 26 x 371 S.H. j 34 N/A 26 x 50 S.H. 35 27 4 X 63 26 X 62 1/2 S.H. 436 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 4 X 38 j 36 j X 37 3/4 S.H. 24 37 J X 50 1 36 j X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37 1 X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 � X 25 } S.H. 33 54 X 38 � 52 } X 37 � S.H. 34 54 X 501 52 } X 50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 j 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. • 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. • 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. • Other penetrations 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 opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming 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 a 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. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 DE +26.6 / -28.0 �F +26.6 / -32.2 �G SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND �i1111111111111111 ... . 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 11B111 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2x6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) ow�m Z o z z J 11 U) z W V) 0 4--i w •U - w O Of E 53 U in o Iu w C M M O � = q1 V7 C)LO OO B D. Cz� m rn co b� Z W �. cli 2 Z ` To the best oft n$irtga kn dg , ati� rid belief, the s0 �I = �d speclflc cont ,nl+d; within these drawogs compl%with th 17 FleyOa •; Building Code - Resl$ential ¢th'idition. s si nature and seal' I j� •llrj, I pirc�Ering e v g portions of the draw ages ea AfEI?r's sjgl�tbre and seal. L�33 O Z N n �1,0 Ma M QU)-gypIli 0. •L V_ N Ln HL CL oC a � Q �� z W J � gz W �a �480, g ED z(4 �z z �!�w CL g j z z M O 0 N ILL � U ul 4� fVF �. uj 3 z LU N Ln rldiW 2: Q M Z Z Ujiz1 Z Ln Z W ca 0 06 g a 06 SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO• 10 SHEET NO. 1.0 4 OWNER'S BATH FMI 1, 1 LLL101— .1 KITCHEN ISLAND OWNER'S BATH KITCHEN Q M KITCHEN BATH 2 4 4 <V 4 M 1 INTERIOR ELEVATIONS. C9 z o z�z a a U) z cl cn (.D 4--J w t� o 0 c (N/) _ E ~ U m � N M W WI M C t0 M 01" _ UOf LL c of rn Q Lo a rn Vti A I N c a-D-c 'IV 00 f0 tA Z` C � t�pp Q �LL W W a' .A Iltllffl0 W � ¢ LL_ . u;: :-SE.. a • d IA. WU : V —AJ To the best ofSe 'n je ovule o ti belief, the stru-Jurlans and ifica onQ within these rd��ri oinpty the Florid�i Building Code !psitiehtiA6th E io . gine signature and s� is only f6g the r �I ^e/IAj ej:9 portions of the wing 'a g �ial4 s Ogna>•Ja and seal. �' 7ii11, R O F E S'%O\������\ U.�11!litlll\\ 1! O O Z N OWN > c M O M 0m L NO LLn ^ Q Q LLrn d OD a �� z W J CD IT C) A 2 w� za a o�ggqqqqqqqqqqcccccc U a 22� V J f �pQJn � T V • � W M Q� F �J � z M d 12 M � LU o �n z Lo99 aa'OLUW Z Nw L I U) LL1 J 7"� W C Zg z *k Ln Z m 0 C? oo Z g = SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO' 2mO SHEET NO. 2.0 N. 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5� HEEL T.O.M. - - HDR HGT. - - 12 �5 12 �5 3 TAB SHINGLES. ROOF INSTALLED AS PER MAN UF. SPECIFICATIONS 1' 0" TEXTURED WA CEMENTICIOUS (TYP-) MINININ1010101 F.FL ------------------------ im imi Imi imi Mill JIM11 I +3" SMOOTH 14'-0" RIDGE VENT T-O" RIDGE VENT 12 5� 12 �5 FRONT ELEVATION - B1 SCALE II4.=1•q. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. ------------------------------------------------------ ( 1'-0" 2'-0" TEXTURED _ CEMENTICIOUS oQ FINISH ON C.M.U. (TYP. ) - _ F.FL. ----------- r --------------------------------------------------------------------------------------------------------------------------------- r _ M. LEFT ELEVATION - B1 : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ""G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "*ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering wl 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-Resisitive Barriers. Water-resisitive 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 (paperbacked 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 contructions 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 11150 of the area of the vented space. The ventilating area may be reduoed 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 Spedflcations) • 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. • O'HAGIN WEATHERMASTER (Shingle Root) - 72 SO. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of 0 Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soft Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed 0 �LO zg z�z a 0 V) 0 w C6 p •U — O LU E U W mti Roo~ O o N _iLL 0 mi�moI Q �O _z $ o o _ 73jNrZ � ;n �_ �, _ Z Z J ti J /may C •i el '� W �� UJ LL. d d WS,v_ �. IN � z g z�lnulr! � W WN • To the best of ZLw Eng ee, dge belief, the stna�ural planra ctfic i s within these d[riwillacgfn h 71 Building Code=e ' MjaI E in rmatiar containtYd !y da 's� signature f thgMal n e cx portions of th):yra gages.\9dei-i E er ne er' �{ nicu and seal. O F.E S O' ��`\ �i,/�ffllltl11111110 O C4 Z 0a)I� F>-'c�MO M �(J M LLn z O CU M v-4 � 0- CL ()o Q � � t'O Z WJ 0 z o! I _a Fm ''/^ VJ Z �48U g0z� zZ fZ' 8s T� LU Q1 LU z O �"'I LU 'a cLa M 0 V) N N � Z o U (J) fa }� a W lCu) VQp. ZZ IL F O � J 0 �c . . W Q Rv�Z ui3 J N Ln LVZU Z W t- E S Q In m O 06 � _ 9 r-+ a to f SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION N0. 10 SHEET NO. 3.1 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. 6'-0" SPECIFICATIONS T.O.M. HDR HGT. 0 lb -- —--------------------------------- -------- -- 1 —011 EXTENDED OVERHANG TO TEXTURED BE CENTERED CEMENTICIOUS o ON DOOR FINISH ON C.M.U. (TYP.) 12 5� 12 7'-0" RIDGE VENT 5� 14'-0" RIDGE VENT 12 �5 REAR ELEVATION - B1 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 11-011 ---------1-Or -- - - ------------------------------------------------------ - -------------------------------------------------- - --------- 1'-0" op TEXTURED CEMENTICIOUS 9) TEXTURED FINISH ON C.M.U. 2'-0" 50 bo CEMENTICIOUS (TYP.) CID FINISH ON C.M.U. (TYP.) F.FL. +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B1 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-Resisitive Barriers. Water-resisitive 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 (paperbacked 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 contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. 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 / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Root) - 72 SO. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. in. Needed)172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. '•Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Liner R. of Dock -Air Needed) • O'HAGIN (Tile Roof) - 86,25 SQ. IN. OF NET FREE AREA / VENT "'Formula: (Sq. Ft. Soft Needed) x 7 = (Sq. In. Needed) / 68.25 = Amount of (7Hagin Vents Needed m c� z� z z Q a U) z V) � W �V — OLL, (/) r� C)&M LLJ W M G M C) Q �i1-ci All B D. .w t0 N V Qa C o N Z N_ O eo Z O Va��� 10z m���tiutirlr a� �, is _ w IL J// \ r To the best of t ngineeo led belief, the strucral pLse ec within these droMin�Eorip�ith th ma to".and ns copine� � FI a QQ . Building Code -�,sid iat6thErti&n. signature and s is o7t(y for tht�ilrruct is ; ginea�irtg� portionsofthegwl a bearing and seal. / eer'ynaWre J Ess \ O zr4 n 0 .q+ �>-•Maa M Q U-) 'fO Ln d to •,_ d- H� LL Q /1 31 M �M-1 Q E WJ 00 d' �z w� v, z aa,' a o g�o0 �ud3rY S��® rl LU >- 8 T V' UJ w �z Z 'a1� M 0 u) W ' C z z a V � W W O LL . O o . Z N Ln J LLJ 11J � UJ � a In Z Z m o Z g 0 � SCALE : AS NOTED DATE : 1 /4/20 18 TECH: ERAND VERSION NO. 10 SHEET NO. 3.2 M 211 111 2" 'NOTE: VARIES 1'-10" 1�' 1" RADIUS T iv ih N = o tO 1" FOAM TO BE USED ONLY WHEN = REQUIRED BY COMMUNITY SPECS. IF NOT, ����� DETAIL TO BE 1" 2" OPENING VARIES 2" *- �' BUILT W/ STUCCO. EDGE OF OPENING = N 3 1/2" RADIUS 3/4" RADIUS a 1/2" RADIUS 1" 4" 1/2" RADIUS V ' VARIES VARIES v = o N 11" 34" 1" -n7 11_$11 2211 1 1/2" RADIUS 2 1/2" RADIUS VARIES 12° VARIES BASE SIN - • ~ 4 3 ci v 11 4~ 4j„ CvM N� WLi 3" a" all 211 _ CO iv VARIES 12 211 4 411 N 12fl «5 'NOTE: VARIES 6 8" l. 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 111 DETAIL TO BE BUILT W/ STUCCO. OPENING VARIES 2" 2" EDGE OF OPENING 2" _ �N 1'-6" 6 1" 1'-411 s T 1" f� Z4x • 1-1/2" THICK 1-1/2" THICK 0 1 N ,,, 10" lh_ 4___ly "rS' Z�fl s S IN M t�fl = d' s = I _ 10" _ N 2 N 6~ 2" 2~ N � _w � M 1" 24 1-1/2" THICK„ 2'-4" 4" 5211 1-5" 52" s o0 1-4" 3" _ of7 s co 5411 VARIES VARIES W Q M I N tJ 22~ • VARIES VARIES 4» 811 11_x � s = N r N I #2 ` ` " 4" 1— -I (V N Rod ' KEYSTONE F11 0 OPTIONAL 4" GARAGE DR. OPENING 4" KEYSTONE F11 °O OPTIONAL 13" 4, 4" WINDOW OPENING 4"" NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES f2" � 1 " � � NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" T-0" 41, '�1 101, V " 10" ~ 4 4„ 1 1'-6" 1 O T fV 1 '" 2 -1 1'-12" 5" I� 1 _ N iVN o _ (V 1" 1fl '47p„ _ T- d' 1 111 T1 N GENERAL NOTES: • • 0 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) ACRYLIC SAND FINISH C9 � Z Z Q a X11 Lu _ p �U — w O � La ~ o 0 m I` v w M � ■® ~ m ch 0 0 N �6 QM a �<o ce �e c�pp N �j N m 0 N 0 9A_ 0�z z W chz 82< .- h1 5� 2 0 LLN a N� m m z10A1 <� 8 W N J o U O ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 VJ (/) M C M a� v`r Ln LL a oC U fu p_ CC) Q E � Z W J � d" J W - Za a �ggFqq ggggggqq� NDoU J i WZ z �w F— LU 0 rl C a� Y z � Z fa M F— i cc: Q a O U _ ^�^ W W w w ou Z. _.. gao< N L Q Z N N a� LL i;i a o J rLn-1 LU Q Lea In d~ Q Z LLJ 9 Ln Z UJI m GZ( LLI a SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. Fal 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' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH �4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT K FLOURESCENT LIGHT FIXTURE O EXHAUST FAN tOt EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 200A INDOOR PANEL NEW 1 200 AMP METER 20n 0 amp 150 amp 6isconnecti POWER CO. FEED, 11 1- INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 copper to a" a outlets copper to 20 amp das 2 copper to WH 3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground WITH CODE APPROVED 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. El PUSHBUTTON SWITCH (OPTIONAL) PPENDANT ER SPECS SD SMOKE DETECTOR to CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) \ AC PAD TELEPHONE (OPTIONAL) / GI ® TELEVISION (OPTIONAL) �'' DEDICATED RECEPTACLE ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. H•B• FOR MICROWAVE RANGE O THERMOSTAT GFI DISC. HOOD PER SPECS T ELECTRIC METER _a ELECTRIC PANEL _01--i DISCONNECT SWITCH ® SPEAKER (OPTIONAL) <\7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN GD (1) PHONE LINE, (1) DATA PORT RECEPT. VERIFY METER LOCATION WITH MAIN FLOOR ELECTRICAL PLAN SCALE: Y4'=1'-0" C�LOU z_o Z co Z QQQ Q a U) z l/i C9 w (DOU Q 0 gEE cry �� ~ U m o N M M w ~ C m c1 04 '. C) o 0, LL a`1�o 0 s I "o'c� *I 00 o C N � Z N �RIAg _LL Z U) O z w... OZo n w a �55 m M. LLZ W Na $ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N 0 cu Imo- CD M Q � '�M Ln 0. cn •L Zas I L CL V CL 00 Q � 0�0 W Z J � W �a ZZW0 tpZ J aEJ Vaa T gZ o 0 'p U LU Z M w 3 O N 1 O 0 W C.J 0 0 u ILL Igg g � cV ^ QLLJ 7d3 DC N g Z Z N E J ri Lij X a fi Z Z g In Z U 00 g = +-•i a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION N0. 2nO SHEET NO. 4.0 ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt. (Ft )mt Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper y cape SQ. IN. of of vented of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit nti ventilation vented be provided Ventilation Ventilation (See SElev) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 1 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: 74 t=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shalt 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 (paperbacked 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 contructions 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. I 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 11150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verged 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. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 - Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed 0r Z M -o z�z Q a 4--J cry w .0 O 07�, t/) f'a U 0 00 9� M wo,59-,-, 000 _ U C * rno 1 t` o a,� v Q BI `_a:Df c *#//F 0 Xay���,� iN Le sP� A• .... •',O To the best of the is now ge, i ion, and belief, the structural p !(�}Igiontained within these drawings comp 4 17 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N 0 � N > � CO O M a `-v `n a tn•�� 0" a° M lY U o. 0 a E Z r0 WJ tD J wo z ca. airy E SQ I fflW ..A V ro Z g 0 7g8 O S oU fu ai o LL o LL . . 0 N'F $ 0 s� Z LUQ N 9�2 J ,Ln-t W 6i a V Q z z z Ln z Z m g LIJ t o � SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION No' 10 SHEET NO. 5.0 d NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" 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 W.W.M. PLACED IN r1/8" SAWCUT x 1/4 SLAB 55'-10" 1'-4" 7'-10" UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON 1'-6" 6-7t 6'-qN 6'-0" 6'-0" 6'-0" 6'-0" 6'-0" 5'-2 " 7'-18" REINF. SEE PLAN. FOUNDATION PLAN TYP @ 1 STORY U.N.O. 3'-0' — --�—'X S3 H.B.+ --------- o -- o --------�: — -- BUILDER TO ------, r � I .. 4'-0" 12'-1'• W.H. PROVIDE APPLIANCE (2) #5 REBAR I O 0-0. I I PROTECTION QUIR D I VERTICALS w/ in I FILLED CELL I 351-4" PER FBC 20'-6" 3-1/2" MIN 3000 PSI CONC.,D o 00 I SLAB FOR HERNANDO K N I I I COUNTY ONLY r S3 '- J S3 3-1/2" MIN 2500 PSI CONC I SLAB OVER 6 MIL VISQUEEN 2�-74° 4'-9" 4'-10" VAPOR BARRIER ■ : I — CJ :: GJ — CJ a, 1I I° '- 5'-3" 1'-10" 3'-6"-0 ' r I N ................ • °P � I G I I o P� T. D -3 1 /2" 2'-6"x2'-6"X1'-O" FTG W/ (3) #5 E.W. S3 77 _.� �� 3'-5" SLOPE T_1" I (2) #5 REBAR ■: I :: is ; s 2'-6" x 2'-6" x I I �, I ' ; AHU I I VERTICALS w/ in W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A K CC I S3 S3 ici FILLED CELL I o0 S3 CJ :: I — — _J T I . . . . . . . . .... . . . . . . . . . . . . . . 4 ;0 . . . . . . . . ... . . . . . . . . . . . . . . . . . 25'-10 i i g _ — — — — — — — — ■ ■ 00 , 2'-6"x2'-6"X1'-0" FTG 5'-0" W/ (3) #5 E.W. I INDICATES FILLED CELL w/ 3000 PSI I , I CONC. GROUT FROM FT. TO BEAM PROVIDE Yz" x 9 "' W/ (1) #5 REBAR VERT ABOVE SLAB �! RECESS FOR FRT. OR I -4" I SLOPE I L S3 to rn �! 4'-0" 4-4- 4'-6" I TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC.I PAVER T BE 4' ' HOOKED FTG. DOWELS 5" EMBED , BASED ON 0'0' BELOW FIN. FLR. ■ : ■ : ■ Is ■ I W/ 25" EXT. ABOVE SLAB "GRADE 40 l LOCATION I , ::::::::::::::::: ;:::: :::: STEEL"�.�.�.�»�.�.�.�....... ; :: :: 4'-0" / / / 16-10" c :12':10" 4 'n STEPS AS ( ' PROVIDE 1 Y" RECESS REQUIRED PER FIELD ( FOR SGD. REFER TO �� : KITCHEN ISLAND . MASON'S SLOPE FOR OPT. ..... . • • : LOW WALLS 1Cj 10'-104" CONDITIONS WIDTH i i' - ; - - - - - - I CJ F CJ REF. :. -L- CJ • ■ CJ _ j ■ - - - 7­7� - l �I-----_- ----- �— - rt - - - - - - - - y-- - - - TO ISLAND - - - - - - TYP@ 1 F l I CHASE I 1 I D.W. I t I STORY U.N.O. fV o S3 ii' lit ;0 T I �' I �� _ _— J— — — I I Ilj i;o � S3 in I SINK / DISP ; ; ; } t < I " �-_ ► t 0-0 I L , ;' 16'-0" 2'-0" 6'-10" l :: l :: ��• 4 (-- l--------- — --- —v ' ......... H.B.+ " 11 TYP @ 1 STORY U.N.O. A S3 -1 3'-10" L 2'-106141" L V-11s�a L FOUNDATION PLAN SCALE: Y4"=1'-0" CONTROL JOINT DETAIL SCALE: 1 o #5 CONT REINF. SEE .. • '•. FND. FOR QUANTITY #5 X 25" X 25" CORNER ' �•' ' ••' ' ' �• ' ' •• ' •• ' • • • BAR ONE FOR EA. HORIZ. REBAR, TYP. . •., . :. U.N.O. '• •. •• •. "• •- •. -• • •• ' *"Alternate: The reinf. bars shall be • • • • • • '• • • ► �• cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" C9 Z c Z Z Q a U) Z V) 0 4-J cn w •U — w C Vi U w o 0 mC � rNi M ■I ~ � M �U U 1° < CD 0 Al I BID. Oio.. N 4— rON ' is O) r i N R �E \~ \\\ Ad oR o Sg\ 7o the best of the Enginee matlon, 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. O N Z 0 r>-t M O M Q V 'Mp Ln a to •� d- L L a ,� 07 V 000 Q E W Z � H J� Z �a Z $480, ZZ1 CL 0 �W T ¢o z 1'­aq � z 3 L- U in fa a. 0 0 . o Q N od uiC Z r4 N In W g c J W W < Zg Z8 Cell Z m o0o � Z g W = 9 T_q a V SCALE : AS NOTED DATE : 1/4/2018 TECH: ERAND VERSION N0. 10 SHEET NO. 6.0 101 UPLIFT CONNECTION CROSS-REFERENCE 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 1 112" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. 118 10dxl-1/2 HTT4 2715 518" ANCH. 120 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH.1 26 10dxl.1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-112 K H 1 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 HD7 * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HLJS26 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 1 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 1 14 -10d x 1 1/2" MTW20 1195 1005 14-1 Od 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 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 1 10 -10d SPT22 685 8-10d SP2 1065 1 605 12 -10d SPT24 1030 12 -10d 645 1 555 1 12-10d X 1 1/2" * MINIMUM 3" MEMBER "* REACTIONS ARE FOR ROOF LOADS ONLY "* DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) (B) (- ) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (8) 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. R1 -0TI STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR F(�E eLY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4'=1'-0" CDV Z M CD Z Q a Z Ln C) aj 4- J w O LU E � m M LU ' ~ C t0 M O p N cD _ LL m rn Q o A E D.U)J N C•B n C *• o d CM G LL W X-/Iv b/P'O ~����� F E 9 711!/ , To the best of the Engineer's kno ation, 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. O O Z 0 � � >�MO M QU-)'gypLn °' z W O N XLn L- U- CL a za�� 00 Q C � Z WLU �- Z W¢ z �Zao JZ 01 z gm z- 0. 2p uWZ LLI 0 O M M L a o >_ O O fo — U- W o ' a z O �oiq Z w r4 N Ln cds$ W8 J Lu Z LU au. z Z m LLn Z �Z. W o � g U f SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 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 174" 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 vertcal (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 O •i'O O .O O O '.� 8F8-1B/1T 8F8-0Bl1T 8RF6-0B11T , ® © © O O O, O 8RF14-1 B/1 8RF14-0B/1 T 8F44 1 B/1T 8F40 1 B/1 T 8RF40 OB/1T 8F321 B/1T F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY H 8 F 16— B/ 1 T a tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS c precas intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 10M0 8F16-0B/1T S • FORM & GROUT SOUD At O O 0)#5 BAR CONT. 8F12-1 B/1 T 8F16-1 B/1T ® O O O 8F20-0Bl1 T ® "V" LINTEL DETAIL SCALE = N.T.S. L O O O O 8F20-1B-2T 8F20-1B/1T #K.(1) RQ'D ALTERNATE POWERS MIN. (i) REQ'D ° ° CLEAR STEEL LINTEL O e ° ° M.U. #5 REBAR AT TOP ° 4 ° MIN. (1) REaD ° d 1-1r2" CLEAR e , ° ° GROUT D < J N ir Q a ° 5 REBAR AT Lo = W — d BOTTOM OF rn W co LINTEL CAVITY V O w —BOTTOM REINFORCING PROVIDED IN LINTEL O it Ci O i i s Ci �u N a b 3 � D D -- 18"ACTUAL MINAL WIDTH (VARIES) t; No � R m �e QQ LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan1detaits for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitluos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN SCALE: %4'=1'-0" Z c Z Z Q a V) U W Ca p �U — O UJ EEg U m W � rNi M C ca M O O tY LL ODD CC^D Q A 1 D. N CBpD C :r *,AIR "r ;Z4 to UNWW � O �LL d� 0 To the best of the Engineer's know dge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N Pr 0 "(V >(nMC M Q .v Ln 0- (A Q L... fl. n ` r7C M Q CO C W Z M J J w� Za 2�Z 0 gg� Wn 0�EI gg U Q� W W L a JrJ LA4 LuW Z J N� Ln T-{ LU Z Z 52 a g Ln i O 0 g T-4 10. to SCALE : AS NOTED DATE: 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. 8.0 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 F RESIDENTIAL OR GENERAL A WILL LONGER BE PRODUCED OR S E B R 1 T 2 HROMATED COPPER ARSENATE CC -C NO AS OF DEC M E 3 S 003 C NATIVES HAVE BEEN CREATED TO CC -C MANY A . F THE NEW ALTERNATIVES 0 CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD L R PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FBRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3.1 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1-14 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS, 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4.2, ITEM 3, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 2. 5. GLAZING IN SECTION R308.4.3, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR, 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), 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 TR11-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 51TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th 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. F N FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A ALL ROOF AND 00 USS FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2,1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3.1.1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 X„ GROUT FILLED MASONRY: y4" 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (Pc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2. 5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED WI 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, fb =1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E =1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 R 7/16" STRUCTURAL 1 U.N.O. 0 0 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 7l8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ", 10d = 0.148",12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED']' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3116", 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. FRC R31$.1- "A permanent sign which identifies the termite treatment provider and need ffoor re -inspection andtreatment 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. IrrigatiorU7dril der systems including all risers and spray heads shall not be installed W-thin V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC 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. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf ll occurs before vapor retarder placement, retreatment is required. 9. mu stRbe �8emoved befo a ezteioorusoi�ireammenti long the foundation perimeter 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1,6 - An exterior ver(ical chemical barrie must be installeQ after construction is complete, including landscaping an irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1- All buildings are required to have pre -construction treatment. 13. FRC 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 canplete 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. FRC 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" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY S ONSIBILITY TO REVIEW ALL DRAWINGS BEFORE E ORE 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" 1Y4" 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 THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. i'M91 4 ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. m zo z�z Q a (7 L) �--+ LU Q 0 LU C!i = s i o W in c M M Ing O I C, . ® Q rn 0%Q o A LN 1 C a D,C rNr I •`�l` �: Q ZW = c _ mg m LLae." Z fW a i�i "All s .. O F E S .y~�! To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code- Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV 0 I/ -I M CD O M Q -M Ln a cn •,_ d- < LL �. � Icy-61 CL00 a E� fu Z WJ C:> d- W Za uwa� op�U gg zi w J yWW �8 U m V w O O �8 I IM z --I ti3 > ' U f a/ �J. PR¢¢ ZP W 6j J r-I W M: z � a V_ Z Z LLI m C?Z 0o g � = v, W cn z SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. SN ' .. ':�: .—.. ...1 yi...✓L'I 1 - . - _ 1 __ l L 1. - i. d I -__ _ _ _ Y .a. _ _ d. _ _ I =A CORNER OF HOME GARAGE SIDE C3' J c� ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + '-0" (TYP.) + + 6'-0" + + + 6'-0" + + o + + + + +++ +++ + + + 4 + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + in + + + + + + + + + + + + + + ++ +++ ++++++++ + — 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE a 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 Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5!8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 90 2.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking i 1/8" gap i FILL CELL cn w CONT. #5 � STD. 90" BAR HOOK —� STD. 90" HOOK BOND BEAM BOND BEAM STEP CONT. #5 BAR #5 CONT. FROM FOUNDATI011 TO HIGHEST BOND BEAM 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 FLOORSHEATHING COLUMN AND 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" max ) gap • � 4 max. /71 4 Clinch nails when possible 1 1) Support bads of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated 2x4/Plywood/OSB web stiti 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. Under 2nd floo col mn w/ I d N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf 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 code for appropriate details in One 10d box areas=20 of high or--20 sinker ' 11 lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H �/) H C G O O 0 5'-0" - STUB -OUT FOR O_I1'-0" o o ; I GAS METER � U = • 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 USP HTW20 OR 3 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 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) —J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking 1 Ica I" (mill nails nt R" n r Provide adequate bearing for each lapped joist. odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist ring Location Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d BC16000s® BCI6500s@ 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BC190s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d r u oa s higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 pff max• along bearing wall Required on interior walls : - for vertical load transfer Plumbing 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.* 4__ Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Use 1063" nails at 6"o.c. for all joist blocking panel Non -stacking walls require additional consideration. — 0 NOT CUT HOLES 6" ° BE CUT ANYWHERE IN 66" CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 V-0" V-1" 1' 2" V-2" 1'-3" 1'-0" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 V-0" V-1" 1' 2" 1'-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" V-1" 1'-2" V-2" V-7" 2'-5" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7-2" 20 20 1'-0" V-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" W-11" 24 V-0" V-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-4" 9'-6" 10'-9" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Jc 5/1 TI- B( R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I I I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM •°, . SEE PLAN FOR—"°. d . • ; . . ° • FOUNDATION INFO ' 4 STEM FOUNDATION i— GRADE _ 111111 1111- 111 w u \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. /4"-2" gap V1BackerBlock."� '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 lfhanger flange is laterally supported by joist hanger. doesn't meet height L requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. LAIC CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 * NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d A 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION MMM01-1 SRI 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE I1I„'C' U,C SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE q A .4 a Al ZD Z t . a. s SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE ° f av G �eA a a a SEE FND. PLN. SIZE & REINF. 1 zo Z Z $ a z V) CD v, T 4--J w "U — 0 c La gE t/i U m LU W® ~ , i� O _2 U o 1° O:f I Q rn o Al B 1 D. C.BD N . D.0 � ii/ 11%, IJ ti �\ � , ... z u W . rn 1�� ; u.1 LL W •< c1� •�� n 2 W 1-.. NM� •••~� ... �l/!J, E S S \ 11f To the best of the Engineer's kno nformation, 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. 1! O O Z cV O(UN 4 ►>-IU.)MOa M V) a to •,� Vr zz Q (V — Lo iY U M ' _4 Q 0.00 E Z WJ 0 1, mi z W a za �aaaa zoo aw z !HW OJ o VlL T'I d" w ��j® g o O � 0 zin 3 fa iM � 1 Q OW 0 . I" O V al (-4 o Q Z N Lo gN L` J LU r l lu � Z z LU fz ��g InC) Ln 00 Z Z g L O X SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 2.0 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 Z NP') VARIES INSULATION LE -� 5/8" OR 1/2" HIGH—` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR / PLAN _// 1 x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 161 TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & g @ 6" MAX FROM END OF 2 x PLATE E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 n ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT D ' . T FOR ROOF PITCH 4:12 OR LESS.dIrTILLIN PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. — — — HURRICANE ANCHOR @ EACH - TRUSS (SEE UPLIFT SCHED.) W/ 8" - METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 1 L 2x SUB FASCIA 5/8"OR 1/2" HIGH STRENGTH 'TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O 1(O HIGH STRENGTH GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB &BLOCK SP SPT22 CONNE TOR TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 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. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN 5/8"° x 10" "J" BOLT @ 24" O.C. W/ C 5/8"° x 10" "J" BOLT @ 24" O.C. W/9 SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) �J t' ELEV. 0'-0" (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE OL O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @24"O.C.) 2" x6W1.4xW1.4 @24"O.C.) 2�� 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH Z �31/2" MIN. � �31/2"MIN. a ° ° , ° 4 ELEV. 4-3 1/2 A.F.F. 2x4 CONT. a LL _ 111 °. 1/2"(min.)- 4" _ ° r 1/2"(min.)- 4" ° a ° ° N OO -r•r ' ° •. GARAGE DEPTH VARIES 4 4° ° a 31/2"(min. - 4" - (2) #5 CONT. r 4" 1'-4" 8" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP MIN.SHEARWALLrc SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 'LSEE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2 ROWS OF 2 BLOCKING QGS �`SOS�GO�E� GOB EXTERIOR WALL 8 " C.M.U. A @ THIRD POINTS 2x STUDS @ 16" O/C 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR C14 LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3116" �° METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL �8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK ( IF NO UP LIFT ON @ 24" O.C. VERT. OR SP SPT22 @ Fr4. STUD mod TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6"EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ 'USP SPT22 TYP. (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR —\ /-ARCHITECTURAL / FINISH t ASSUMED FINISHED E o > PER MANUF. #3 OR #4 REINFORCING BAR GRADE 40 MIN F 40ksi 1x2 PT WD FURRING @ 24" O.C.-/ z_ #3 & 44 LAP SPLICE • y- (1) #5 VERT. IN FILL MONO OR STEMWALL Z ; o FINISH GRADE °0 25" MIN. LAP (30" MIN. LAP) [GRADE 60 MIN. Fy= 60ksi] 1/2" GYPSUM WALLBOARD CELLS (SEE FOOTING MONO SHOWN o U.N.O. FOUNDATION PLAN FOR CLARITY D D � P e. ° � " _ _ 6 MIL VAPOR BARRIER FOR LOCATIONS) o D ° C If M I I=1 I I=I I I -I 1 It — iv z #5 REINFORCING BAR R 1 7/8 —� II!r�)1"!11�11�!II�lI�I1=11= 11,=11,=1I.=1i.=1f.=11 • MR • � SCALE:3/4"=V-0" � S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM W END OF 2" x PLATE o � LU ° . 3 D LU _ e ) T� I (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 81-611 . 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8'- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) E 6x6W1.4xW1.4 - WWF OR FIBERMESH r :� 1x4 P.T. BASE NAILER 11 ° I I 1=I I 1-111-1 I 1—I I I —I I I- z ' ' • — � #5 LAP SPLICE \ --1 (2) #5 CONT. I I 4"x4" INSPECTION D° I -I I I -I I I -I i I -I I I-1 I I -I 1 2 - 31/4" BASEBOARD PORT AT EACH NOTE: I I I -I I I-1 I I=1 � =1I1=1II= cm COMP. SOIL. (COMPACTED TO FILLED CELL TYPICAL FOR BEARING WALL 1=III=III=III=III=IIIi *- o _ _ _ _ _ _ _ _ _ _ _ _ _ _ 95 % MODIFIED PROCTOR ASTM W/ UPLIFT ONLY _ MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR III=III=III=III=III=III=III=III=1 I I=III=111= I i=III=III=III=1 I D1557) — MIN PSI MAY VARY PER W TO CUT BLOCK OR POUR -I 11-1 I IEEI I M I I=III=11 I=1 11=1 I IET EEI I I=111=111=III=1 I 1-' 4" V-4" =11 l-I I L-III 1 1 li 1 1 li it l l_„III ;III III III= MUNICIPALITY. �- CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. °e ° a Z_ v y I 6x6W1.4xW1.4 ° I? 31/2" WWF OR FIBERMESH 6 MIL VAPOR _ ► _z min. 4" BARRIER C i e A. e COMP. SOIL. ° w (COMPACTED TO 95% — MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE. 3/4 -1-0S3 OPT: DEPRESS SLAB 5Y' DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 14, O.H.D. RECESS I. z lag I� 111 111� SCALE: 3/4--To. S3 GRADE ) #5 REBAR w/ OPT. GREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT _ 13" O.H.D. RECESS E v <V ' r = M th °' ?Q '. 411 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STC RY) 1'-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. lod 1/2" FROM SLAB 001-011 • J CONT. BEAD SEALAf � a INTERIOR -31 CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ' _ I=1 11= 11= Cn 6 MIL VAPOR - —='- BARRIER —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' T WWF OR FIBERMESH r, 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP [36" MIN. LAP] 8° 3" CHAIRS 8„ V-4"(TYP jxxx/ON 10" ) #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 ARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 1 1/2" RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS \7 AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ` ° . TOP OF BEAM & LAYOUT DESIGN a SEE ROOF PLAN 00 _ ° �.' A ' ° v ° FOR STRUCTURAL -1 i= - BEAM SIZE & m N d 2c4 P.T. CONNECTION INFO c i - . • ° a' PLATE 7n6' I I o.s.s. I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 " MIN 7/16 O.S.B. SHEATHING 8 ION Z ATTACHED PER NAILING FOR REINF. INFO.co 0 OPTION #1 COLUMN LOCAT w SCHEDULE C j SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. LU Uj SLAB STEP & RECESS 6dy S.G.D. M SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" S3 7 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE W/ 1/4"x3" TAPCONS AT 8" O.C. 0'-0" FIN. FLR.jk IRV Y t7 I1t:I1L�iI:lfJ" SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _t `v CONT. FOOTING STEEL MAT REINFORCING. Q ' t'M LLJ ;III -III ° ° °-III III -III -I' Z LUo I -III -I -III-III-III-III W $o�'W IIIIIIIIII • ° aQ l11=III_III_- M-z ILL z� �, — =— a 111 I =III=1 11711 la I I I I =1 I EI J II- = W I 1 1 I 1-1I I-111=1II=I I I 11=1I1-1111= 1 FOOTING d I El 11=I I I=I I I=I I I ,11 .. 111-I I I-' BEYOND PAD REINFORCEMENT-)-� I—III—i —' - (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL (2S3 SCALE: N.T.S. C9 Z Z Z a z 4-' w O t/) = E �N U so � rNi M U-j '® C fC M La -0 U c C� g ¢ A�i o B D "" C�/77 �QW o Zvi`... cV o'�'I�� 0 w ,a ••Imo 3IM — v F U0 \ d pROFESs To the best of the Engine i If tlon, and belief, the structural plans and spy ons contained 11 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. 1f O Z N OWN t> C) M Q V '0 In Q LL. r Q CL O 00 Z WLU � Mj Z W Za i- j 480, 480, Q Z Z z LU CO) " � W Hy!§ O M z j 1 0 U a Q Z �g IU- �yRY p Z N W G Z~ ? Z V SS a m LEA 06 Z Z g L � 0- = cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO 10 SHEET NO. S3 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE —, 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 SCALE: N.T.S. 5'L� 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D Zx BLOCKING @ MID POINT EVERY OTHER +' STUD WI (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX �—/ W/ 8" EMBEDMENT 8 X8 X16 K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT/=- = 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) k-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. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) -� FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" 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 f771i. WALL CLEAN -OUT rA SCALE: N.T.S. �,S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK Wl (1) #5 FOR CONCRETE PLACEMENT J Sol . -1 of _ , • , .- • m111 -- 1�1•• MEN ■'■III l��■ moll Milli IIII, ■■lii III■_■ NOTES: 10 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. Q SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE G S4 J qJ s LL O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL /-8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a • a BOTTOM OF MOUNTING B POURED CONCRETE BASE FOR 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. m 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL CL EXTERIOR WALL 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 11���[•Il>l11�i� SOLID AREAS ARE STEELAND GROUT FULL 8x8xl6 BLOCK DOOR OPENING -Ct 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) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO EBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END a WALL ° d W c� ° DOOR STOP a ° d � MOLDING Z a d 2x TOP PLATE fn GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" v O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 Tom/ 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1Y"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x -� CRIPPLE STUD TYPICAL (U.N.O.) 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 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP 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 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE "I-2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/: ** HOLD DOWN CONNECTIONS Op�00,4 NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLif P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 -USP SPT4 SPT24 2X STUDS @ 24" O.C. 8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2X P.T. PLATE SPT4 SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP.) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. ,--CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" OIC BOUNDARIES 6" O/C EDGES & 8"rBLOCKINGZ() O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS_ USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL KE - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF • 48p SPLICE STAGGERED J 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ Yl6d 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 USP SPT4-j RPP A-1 nc rT-USP SPT4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL IQ / a A C USP USP SPT4-]SPT24 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d d0 d SPT22 USP /—SPT4 — INTO TRANSOM FRAMING SP SPT22 SPT4 I I rUSP SPT4 SCALE: N.T.S. S4 2X TOP PLATE OVERLAPPING -10d NAILS @ 6" STAGGERED io J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE a I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SP SPT4 C 10d NAILS 4" ROOF TRUSS ABOVE 2X BLOCKING �(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL @ 10d NAILS @ 6" O.C. STAGGERED A STAGGERED o TRANSOM FRAMING 0 / BEYOND. L PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 2X8 P.T. BOTTOM--" PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY Ko"R SCALE: N.T.S. S4 u, z_o z z a `�--+ W 0 e U ce &'� W ® !— C W c0 LaU- N _ Uiz iB ��co o Q <a Ali B D. a.p- o Ux •a �Cb ` C9 WL wA To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z fV 0 (U N CD 1>U)MCD M a M Ln a cn M d" za N U ,� IIY U p. 0�0 z § E Z M W J C) Mill W — za W Q 0 z� JJ -O 0 JT LLLLG�12§ U F �o � O � 2 1 C: Lu U J P!gRF5 -j TN° ogg d6 o g. Q Z LU Ln r-1 LLJ a --i LU a z v $ 9co 1- m Ln ) [ Z 4Z :5 �a W SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. S4 SP HGAM10 W/ (4) 4"xl-3/4" WEDGE OLTS & (4) SDS 114 1 1/2" SCREWS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CROaB SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS 2"x4" OUTLOOKER NAILING SCHEDULE FOR @ 24" O.C. 7 SHEATHING DETAIL USP RT16 OR EQUAL @ EA. OUTLOOKER 211x4" . OUTLOOKER @ 24" O.C. 45° t 24" MAX' ITOP CORD BLOCKING 45•t 2X4 CONT"L" BRACE USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID OUTLOOKER EDGES OF HEIGHT • "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND @LEAST 90% OF AT LEAST 90°k OF WEB 2x4 CROSS BRACE @ 8'-0" OIC. WEB LENGTH & NOTCH @ • LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM 7 7/16" OSB SHEATHING C THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS INTO 74" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4'7" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD 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 FROM "J" BOLT @ 32" O.C. MINIMUM2" USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. Di ATE SPLICES W/ 3/1610" PL "x� PLATE WAA SHER ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER USP HTA20 @ EA. TRUSS O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) Wf7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED TAPCONS. STRAP MISSED VERTICAL SECTION 1 SECTION 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J iv N SEE STRUCTURAL — ON SHEET S5 FOR M " NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING INFORMATION `° "' O0 SHEATHING DETAIL Ill. 1/ 2"x4" CROSS BRACE WOOD TRUSSES to go 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 ti BOTT. CHORD FOR 4 /� NAILS @ EA. END TRUSS SPANS `jug' 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 FI 48" 4) ROWS OF FOR THE ( FIRST (4) OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2x4 BLOCKING @ 24° TRUSSES FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL 0/C WI 2 -16d 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)16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 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 rD B.U.C., SAME NUMBER OF ROWS, SAME SPACING) 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 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 11NIMUM 2x 'ROSS BRACING XF AL PRE-ENGINEERED SEE PLAN FOR WOOD TRUSSES OCATIONS 10dx3" O/C @ 2"x4" TOENAIL 6" 0/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 8d @ 6"0/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 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" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1063" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'7 BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"4" "L" BRACE FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. S5 SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) t BRACING W/(3)10d x 3" @ EACH CONN. @ 24" 0/C MOISTURE BARRIER OND BEAM MASONRY WALL RCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD UNEVEN CLG. BEARING LOCATION () rE 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" 3'-0" - 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4"O/C. 3) SEE 6/S5 FOR MORE INFO. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCKINGTDOUBLE USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWSEA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL TOP PLATE 2"x4"CROSS BRACE ROSS BRACE APPROX.„USPM RIDGE FASTENED AT APPROX. 8 FROM RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C, FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48-2 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 7' ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 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" OSB SHEATHING ATTACHED (2)16d NAILS W/ 10d NAILS @ 6" O.C. rT7O.C. FIELD JACK TRUSS / EE PLAN FOR 2x4 "T" ON TOP OF PANEL-' BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS = . SECTION g SCALE: N.T.S. S5 \- MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) @ EACH STUD GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION END JACK 11'-0" MAX. 0 U' a 9C4^ CORNERJACK Y W z Cr 0 HIP FRAMING REFERENCE PLAN 0 z w a 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -1 1 CONTINUOUS BOTTOIIIii CHORD BRACING 2X4 MIN. LI Y III 'lllldl���l�lll �a a NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL AS PER BCSI 1-13 SCALE: N.T.S. k c+c SCISSOR TRUSS SCISSOR TRUSS 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION th Z01 z�LONz J a W C9 4--' IN M o •U — 0 w cn � �N = U Cl) M w . ® F— � C) O O 00 U (aM L lL00 -00 .-. ¢rn o All BID. N C B•D C �� \ C) N LL '�^ o C :Q. LL O ; W a ;L U1 Wiz_ m o F .� . ....... �0R O F E S To the best of the Enginee �I' mation, and Is belief, the structural plans nd spec cat ons 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. 1f O O Z �`► 0 r\ > M MC) Q U-) z V o. 00 Q O z Z _jCD d- J W �a a �"uZ"1OU t�Z2 Z W o-. T V • ^ V'JU o ,--� � z 'a M w > o 0 U ZoLL uj F- RS 0_ J <r4 �0 . ILL gLu ad-�Lu o Z N E J ,Ln-I LL g Zug a �Za mO� IAA Z ZLLJ O 00 = f rn .-a a cn SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL � UNACCEPTABLE INSTALLTION � DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX PROPER INSTALLATION 8" DO NOT DO THIS. Z'x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILSATTACHED 1 X 4 #5 REBAR (TYP,) 3!4" PLYWOOD DECKING GLUED WALL SHEATHING TO 3-1/4" LONG X 3/16"� FURRING 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ ES AND 12" O.C. FIELD y( BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) ` ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRYTHROUGH ++ MASONRY THROUGH 1-1 /2 DETAIL 3++ DETAIL 90° HOOK (TYP.) STD. 90^ ` �I 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1 x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) Set FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" N 1 X4 P.T. METAL SEAT PLATE O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER " 1 X 4 1/2 DRYWALL NOTE: DOOR JAMB REFER EACH END W/ MIN ( DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR LAP SHEATHING TO BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS ' t2 NOTC FIRST COURSE USP HGAM10 12" O.C. w/4-SDS 1l4x1 1/2"SCREWS INTO BAND 2X8 P.T. 2X8 ` " 2x P.T. AS REQ'D STAGGERED @ 16" O.C. t= `L ' JOIST () 2x DETAIL 2-ROWS INTO MASONRY 21 /4" DETAIL 3-1 /4" DETAIL t5^ NOTCH WEB AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK B IL T OVER SIZE DOOR U DOU 0 S 00 -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 = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1890 # FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" 1-PLY PRE-ENGINEERED TRUSS �. SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) r x 2t" BLOCK HEADER TAPCONS " N 1/2 DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1" NAILS AND 8d NAILS AT 8" O.C. AT BUCK BOLTS [ (1) STRAP =1225 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE (2) S,TRAP,S 2450#]) BRACE(S) 2 x 8 BRACE/BLKG. INSIDE TO ALLOW FOR INSULATION * ° 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ° ," :• SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS ..; . BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. °, • INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN ° RETROFIT WALL OVERHANG DETAIL NTS) INTO ARCH BLKG. PER 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. START OF ARC N IF TRUSSES USED) W/ (3) #6 X 4/: WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X O� (2)10d NAILS @ 8" O.C. FRygN ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + + Gr/y PLYWOOD SHEATHING ii i- if 11- O 5 0 JACK TRUSS PROVIDED BY SEE + + It 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 + ° . y . �• • ' .' ► �" #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + D' ° D. ► ° . ° ti CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ► ° IN TOP o 1 X 4 FURRING EACH TRUSS _ ► B .' ' KNOCKOUT / 64 —I CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d - CONNECTOR = NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING - .e ► °. VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. tENTER SO IT CLEAN FILL DIRT b z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4-MAX PLAN PRECAST LINTEL ° STANDARD A. o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90' HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Y2' WOOD FOR OVER HANG FILLED CELL , L. , 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) '- " P - �` �� ' 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. , , ° .- . .- . r . .� . .- . ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-O" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 DRILL 3/4"X6"MIN. HOLE 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 SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR W/ (18) - NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER N " COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED OUT. 1/4 EXPANSION BOLT (2 " WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL STUDS 8" , #5X6 EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3 „ THREAD ROD EPDXIED W/ SIMPSON SET' EPDXY MIN. a " � Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6,-0„ 5"EMBEDMENT & 3"MIN.Cn 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL ( EVERY OTHER F F EDGE DISTANCE � Q FILL CELL FULL HEIGHT W/ � OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE EXPANSION STRIP � NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° p c"'i THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL P a LU a A REINFORCING AS FOLLOWS: ¢ fn 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT o e _ _ k � g * PRESS PANEL REINFORCING INTO PLACE. 5X6' EMBEDDED INTO U z 6" MIN. LAP SPLICE W/ > e g EXISTING FOOTING 2-#5XV IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL FILLED CELL SMOOTH. DO NO FURROW. N DRILL 3/4" X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >. o SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p . G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: ° REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r 60, 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.Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4N=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. U zCD Z Z Q +� I„ � o .O LU i� N = LU E ca o C)M w m^ 1, C) s F--- Le O O N CD = "Li CS M!�IR ¢Al D I D. i �p W IV e_4 i Tyr"' a�i :z.. P �LL4,�"", oo• J�\ ���j Q ROFESs\ To the best of the Engi a�� ns ation, and belief, the structural plans an 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 N Z OWN ,>•, V) M p M Q 'gyp a (A z In H L_ LL fl. 3 � C �. 00 z Q 3 E Z WJ (=) J d' Z Za I— �480, (0 H V �8 C, cn 3 � � > 1 UU U) Q LU L0 <� �., J W �0s ;� C gI LaIa3 La ILI J In Li.I Q W x Q 8 ga M 1- 0° C:) 06 Z Z g Fz ylj i Lu SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO" 10 SHEET NO. �� CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONV. FRAMED RIDGEMAY 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS-7 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/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 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. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. ---LWOODTRUSS -- A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1/2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE OL VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL KT"� SCALE: 3/4" = V-0" CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O.--\ 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) -10d X 1 1/2" EACH 41 TB PRE-ENG. TRUSS f CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING PACK MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT—/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL 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 NAILS TO TRUSS MIN. (2) 2x4 FPLATE P FOR CONNECTION 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 PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY r8 SCALE: 3/4" = V-0" USP LSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: 1/2"=V-0" USP HD4101F BUCKET SEE ROOF PLAN R MORE IN (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL r4 SCALE: 1/2" = V-0" SEE PLAN FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INICATED ON SCDHEDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. USP ST18 TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 2x4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. A F A SEE PLAN FOR SEE PLAN FOR CANT. IF INDICATED CORNER 4 SEE FOUNDATION PLAN FOR MORE INFO COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: USP 4.. HTA16 @ 4'-0" O.C. TO GABLE MASONRY WALL TRUSS BEAM BELOW: USP OR BEAM HTW20 @ 4'-0" O.C. TO GABLE SEE TRUSS PLAN a., TRUSS COMMON TRUSS SEE ROOF PLAN [\ FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" 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 6 SCALE. 1/2 - 1-0 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d USP JU26 OR IF 2 PLY ' TRUSS USP JUS26-2 TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SEE FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLE SEE 202 FOR BLOCKING INFO) -MASONRY WALL (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = V-0" LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 0 2x STUDS @ 16" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTIVAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ USP MTW12 TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/----" L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN EXTENSION SEE TRUSS JUS24-2 EACH END MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=1'-0" 1-11"i DETAILS &SECTIONS u, UI zM z�z a (9 Q) a--J "' C� o 0 c Lh E U Co 9'� W C tp M 0 U Qo S r; 0 B D. ""B" .� • z Waal -f •E•CJ•5•\ _ LL W �' 111111111� o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O O Z N 0 (U N M O M pfLn asn•LV_ L_U� CL .-. V Q E Z ~ W J� J Z W Za `�=up W Z !HW J 2,80 d' z 0B g � O rl �-- P M w �3 N I CAI0 06 g! W t! J .,. LU tj0 V N g � � 03 a uj 51; Z J N Ln I ?z8 T-I LJJ ? a cn *k V_ Z Z~ Fw m O O 00 Z � W = aW T-4 a. to SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 2n0 SHEET NO. Dal THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISITIVE BARRIER ���VVV TAPE � (ASSEMBLED WNDOW ) HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rul�nnv�a r�noi ui��a WEATHER ✓E BARRIER & L4RILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --- OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) E0 SELF -ADHERED FLASHING M O WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"A" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 8 2 �O 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING --� NOW 0 �o RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE r- SELF -ADHERED FLASHING F- SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING • DECK JOIST , OUTSIDE CORNER FOUNDATION WEEP SCREED I • SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) O O O Water Resistant Barrier Lath Sheathing Stucco 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. 1.31n 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 3 1/2" 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 E) in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to comer 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor - 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED , NOT USED NOT USED 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 UVIlaZ o Z Z CD ¢0 Oran Lu a N V 'Z'nn � w n O E CD Cl) now� 0, M oo" _ i U t�2 S �n o A I *D, C �2 N CD Z "' N o lu� g U)� 2 rLL Z Il-NILN � w'- Wa; M - ci a' go z ` og .ZpWm m T m m Z �T M Z � y7K ¢ IW w U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i CD p Z N O0)N pp 1>-I M M Z Q� a cn •L �r X: 0 Q L LLn L- a W (J Q.00 Q E W Z m J 0 0 za U�80 �CC Z Z� Z �a�J D J a Q Ole Z a O 0 IM 0 (n 3 0 > O U ulLu LLU = ` Q d�a� ^{ d DC V " �t�,,I r Y O ZZ J Lrq u W C G Z U U 6 Z ~ Z Ln o Z Z � m 0o g = 9 SCALE : AS NOTED DATE : 1 /4/2018 TECH: ERAND VERSION NO. 10 SHEET NO. WP N QO O C CU -p Q- .0)U � U cu 0^' O O O O W O U- .� -� E O O W L ICU 2``�^^ �. .� V/ Q IW Zran V//��♦ � `V O 0 L U O L VI CU U m Q O L W� Z ZJ Z Q J SHEET NO. PA 1.0 A3 FL17244.1 ESR-3455 A23 FL10448.2 FAR-2808 HD2142 FL17232.3 ESR-3445 HU2142 FL10855.20 ESR-2549 HD212.2 FL17232.3 ESR-3445 HU212-2 FL10855.23 ESR-2549 HD218 FL17232.3 ESR-3445 HU218 FL70855.29 ESR-2549 HD218-3 FL17232.3 ESR-3445 HU218�3 FL10855.29 ESR-2549 SPECIFICATION SHEET (20'18) As required by Fonda Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below H they will be utilized on the construction project for which you are applying nor a building permit. We recommend you tooted your local product supplier should you not knew the product approval number for any of the applicable fisted products. Category/Subcategory Manufacturer Product Description Approval Number(s) Tat Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.1 +87.0/�7.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20481.8 *87.0/�7.0 psf ThertnaTru FiA�er-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +87.0/�87.0 psf ThertnaTru Firber-Classic and Smooth -Star (NON -IMPACT) �04g1,1q +87.OL87.0 psf ThertneTru ClasicCrafi and Benchmark FL15225.1 +87.OF87.0 psf ThertnaTru Smooth -Star end Benchmark FL15225.5 +87.0/�7.0 psf ThermeTru Opaque Fiberglass Door FL17747.1 +85.0/-85.0 psf ThertnaTru FiberClassiy Smoothstar, ClassicCreft, Rustic FL7840.t +87.0/-87.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 3370 FI,231. t0 C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.OI-32.0 psf Clopay Building Products Residential WindCode Doors VY5 (18X7) FL75279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors WB (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors Wt3 (18X7) FL75279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 807,707,727,747,and 847 Single &Pairs of Doors FL11537.1 WA (see lost sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17489.2 +50.0/-55.0 pet PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Wlydows and Doors 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 Series 5500 FL281.1 N/A E OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13792.2 WA B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10t24.1 WA B. UNDERLAYMENTS Tamko 151b Felt Undadayment FL12328.8 WA C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. OM Ridge Vents FL18918.1 - FL18918.4 WA Florida Metal Products, Inc Vent RV10 FL21580.3 WA Lomanco, Inc DA-4 F_xahuat Vent FL17202.1 WA E. ROOFING TILES Bore) Tile Vila 900 FL7849.27 - FL7849.28 WA Sorel Tile Saxony 800 FL7849.18 - FL7849.20 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15078.2 WA All American Shutters &Glass Galvanized Steel Storm Panels FL17889.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Bulldog Components Alpine Truss Plates FL1999.1 - FL1998.4 WA MTek Industries, Inc. Truss Plates FL2197.1 - FL2187.5 WA C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL8527.1 • FL.8527.5 WA D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 WA The products listed below did not demonstrate product approval at plan review. 1 understand that at the time of inspection of these products, the following information must be available to the inspector an the jobaite; 1) copy of the product approval. 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have m be removed if approval cannel be demonstrated during inspection. APPLICANT SIGNATURE DATE ri-1 d 1.1 l . I i, I . I 1- _ —L 1L., ILA- 6, idd& lea . .L. JIl.lL1L1 1�Y�LW Roddx Dfpfrlgwld d B■Mag i Plolloftol RIPAWW Bu11n0 Coda and 81NldNda NododAW"AppbW- Dml owl Flo w• DgovtM d d B■kma A Ptabldatm Rp11Wan BWWO Coda rd owndw* Pmdad AppTNdApplomoo Ddd 01■ Amiga goo s glrbmm Alm t>liINIMoft in vim" mmms mR _ gllrw MwrrlLm■l mmdlt he Odds IeNmn 2M m.MNrc "ONWINOMMA Otmw Nmmwillldm Aild(1miJ NOhaWdA 4TAMF.*NkeN. Pa ntmtMbp.ra EIlr1 JWW110 "MUM ommaw BRAN" 1Mam17 &ANN ANN 12MMW AHANd wrYlea SUIT TRtNaa.Te ANWOO L7agselt BOSIrift ft IRS N"SWI*WAPFA LIedN F. gwedt RE o"47Rpon 4m (, M4S1af IMS)7wM6 •0I+0uR Nlwlw Dee (4M 204M MOM 00 7WLON fta0abgwl+Orkaonks NrawtDWINa , a ' 1110 Aakr�e•INe0u0Udb. feNOMNWMftftMb DoWAUNNUn dwN-rtftlpseiiNdL OdatdNesNblW a01. CmpANteemeUsl MelOfsa lYldsifeae WIN IIwIN N/rwdM11N10«OYmeNlledde -er umendr4 fNllla atooLvdAvIbAma time FIN1b askswa.dg+aar Oil �� fir mooLd sm amum dit m A. EMUNIM rrw now ia! bmm0 g � W I login■ ale Nell No Na e►wN otFaa ,Mm mumadp @etx III pNIr�iIMFxalwr+ip tL1sYSil m itr Mr oo Mrblor Mfg 4� n11e fist ERN tm skim �m gllnr Mdrrilwm ArNrrMNt no Zino ItedMOn 2M7 ■ R RkgeNt glrm MdrICi111m11 mmdAK t ROaYdR,Pa �l 11mr1/ 11A11m11 /fM2g0►7 I2nig017 areAso m 12Q,0a7 ANON am Pe06g '"Aden,N 7QI7 7YaatTll oaFel00N OboRwymAIMb10 m µ1 VRW PNIMF. POWWOW pomd II PSANF.falNlf,Pa POWWOW OeRn fra µ •rl0eynp •dtaLlt:NdMY DdrAtamNIN �, IdOdW*MsptaBaetbrOsrANNelis NIw.N�tsMMONterUek ONOUNsOIeMesnOlresaMNUwa «+ ONMammmobst Bnkonptlsdf me net PNN- IkppNdaew«elbwedvela FkNfIlapledAnw&LteredF1e2b PeNwbNt¢rr O PeNNINN Maemobsr �Llmm.l A1lNitlm anowlalre king Old■ � bmmn.mm. glmmmllrllr Ala! 1 a1buns-7 PbwwCOrekw.'NONW ddstOrmll. glwrwOld2w.0A1 NNfNdlM ggAltN aahgNrge %CPMW 11ML4= ■I= 20ML ph, s Yes Mole berm me 1La • LThNerTwPNNCttasLtwRlsaRUt M;ree•IepelMgsotOUagda imam OWWO fW FOBWINNOMW 0 110LxanfOaAdeO ono kwou nfmx�w" somh� Fko Daprllmd d Bakldas 3 Plologimlal Ra fUldon et/sn0 coda Nd tNaRadrds na bd Appovd APpbe" Ddd poplar, IS" OAl 01011 oti ffmlut w w wbdw am in mma Norms am" 1msAHN. mmdM mew urdgrd SMANEW ANr.d ar IMNIN 2017 Thens Tnewposm Ntvow M/eNlAMMMOMS ft"'L as PAL tXim17 0fafm17 t207mI7 APOene ONeMav:BdwMDew "M.F174d WIrOrNkstNUN (al>17w.0116 grodkfrrgtmatlBfwldrDOWANNIMa d*x*WAONNNBN& Comob Edhm*O NSkOw feN«Lkft Na amWlb� 9NBIIIIISO boommatlm aNNNaLue rw alms A■a nomoLMor 6= Ooomgs Motor ar 7 a 80otObrb*MONN aid dgNtMW Alkby Naa1Np.Meewaftw iirMeee Dsrrm lxot ■1 Md YN ale ma Thmww7Ndgo* waNaetfJaese, heehg woeNNo Fkm Dfprk"W d B.kNN 6 FlaalddoRml R*vuW n bAdk n Coda rd ll I If PadalAnnovdAp l"=DgW teR+r, 1e0eN Flo" Dfpwtrrnt d Buckwas 8 PtofifdatO Rfp mW Bt"V Coda rld sordardg Proded Appo wd APPNoalba Df W Pawl ww RNkIn DsprkY w2 cf DOM a A Plofoo tld RtlOtddlan ewwkv cads Nd 81m " PM*AgtAMMMAPObad tlOfW so 1101111111: >b>� gg�l BOIAfNI■ a..N ml m mN. m mmt on" MomAtlr.g mmMgl ,onaa'17 MIMIT MIMT lvowl AOrlewe rovmm my MWWWTNONMNNa RIt"W ty.NeNRgwNNI►a r.--, el,ra OefaeN BNNtonn (41Mamim PE4t4a fl,li7= aNN00Ngwp 0aYNatl611A1rDWAe.NAW e1we�¢r•Iy0a0ofla fkelMdlwsmw tonbwmmbpmfsna aw Pow Mw 4%m rawwarlrYla Glow Illms OM1im1B Mlds pots. AmJ ammimmammmuukm b 1100E glib In Ya +k IPA f LlbwwsftpbwclmswswfNeefNibr MeeNMplfROfgNaMeelnpeefNlntptNNM %M plpaftafppxd e« so am awildbill Ilan l�Il aglow �a m m ewe. 9190 Ikddll" 1M3m17 UPIMY MUM PU"FWAMeM AN" =7 ThnsTwe"wou pul"pd IyaMnF.tdNe2.PA. WJO.LMod, ►a pYply:s"Woun fftm*1740 PE4ft00 p!1Sf7w4m feN4NMNp ateh'Mp MNNbrONrANeaafn dwNN - - I, swMN L OesgNsnrlartgtMr/r.11pwlfwa am PNNfM blYNwdAndge2 «aline. PMN ►ok"I" BNanar a tfmis MOM= dorm duos ma [arm mm lm OJowM MO T'N tle a% 0 LTiNN-Tu PirCkwkeM OINoPNIw Ibakel0NU,0yoklkaYpes- oboe I" drdo�r 0Nre$IONaaeI WxN Il Weld trgdt r, ,cane nAlmtast m mw. m eemt glow amboLALma *Bid" 1h am rowan BZYAad eer N1irs RiVANN 2M TMMIrTMCMPOMW RWW%f NeOeldAmdUUsa It14n4 0g.Pa tmm17 goolow YAO>t9017 Append odig pi Bseekr Ddde tttrtsim wer"WN tbaft (M47w.rN albom"w.*Ao"BNIbrDWANe06W ddo*MWOCONNNft ae+pi.enmtaNeeaeNlgotNnMeh«WINO am OWM EAm ANrdmdgll amrmuLtaft smog olds Ina d-.s 11MIN oddkINNi N r dls! f aA*mixw wwmLiwedlwagNeLM.NMNRr Nw MOM* W44ndF*NOMDarler 12mum Na Ya me Ma Thomwi dgnt W4 so" BW Ma kesrf Wd askrig ANOLQ dl agtrm11 i'1!! & gift mom no In noB� m gift m mom m.omr mare MomAUs medal mend &mo m EiANmm &no" a" an mown mmmadrr Ie,NN am mvasornamo a owsaw Lwftab"L4ar ammKU^kPg aria0M7 010114M frmnl7 wM 7 Append Redfm 2017 .NMdNawoms OelefeeltrfeektOeee M7)m142P0 FE4N4 M7fM404 orlfwr.analMD4N0 •eeP6wnmr1MNgtaNeNssepatfana a I old owftmw @dMomMM■ng BMWDNrANNOUa seggNBeei4woupost" a" rbde MaNeaAaadka«aleerrl Fkde aOaliNeflNaN BiehefsnllMaaReer ndfle p10 jnMef Are1Yel r. tlaOAeed FIeIM. Nabswend eeppo r asbelim mom 8 SoNtAm A.mlmitlm ai mmlLom rrm goo ANA dlwilltlt■ OlmrdBsmmaNN lmeB GOML s tarrrd brr. Attt t ir11g420NJAU MOM rnra4NALUM fWDae 1231100 a 110 YN Ns IeM 2 raN.tlOAU.rMIYaOp Mf47141ge0fl.faaet IIPIFP1g°J711ap Flo Oprlowt o nhun i PlAMICIad RsPWW ftkbv co" arld 801ndM - PWM APPt •aM Anbam DoW teen, r, haom inks tall No w� An so" idmrAUr medal mend him" lr Lbood A..N 1■. @"SMR r Lek Alww Late owmauAk.pa owmm17 01VI141117 aMmmt7 IMam17 AMend MI)3mmm PE M4 (MM41414 Pw w4uoweamu mslA.I■rl ANNNAKM A NEN&Ulm am Imam er■Or1�m DmlttmmrllOdl •mBi .ImrfJmB Mtfrm Mora g■M420ALNraRA O CKAO,U t3olme NO Ya No Ma segedONlOgNML Nat4mpopow FIN Dgpwkm d of onk1 l PIobodolaN RtgIlMYon Bulftc.odarld 8lvldr I lrodedApp vdApPNallmDfW f+getr II tAJgIN O� a= 12d11Nd tl2A..w Ar..d mdr gli MmY Mw Men �� Ml 1MNM7 07Aam17 IMfntT IMm17 ApOnnd m mtdN �Rm glow MolrAllO. mmMM mend Ormo BmNNOM Among BS ANON 2M7 TYase•TMCaePregN N*WAW tfNbn F. 0014" PA. RyM.LW4.Pa IMm17 WASOM7 1MadM7 12=7 AMraed •eetgaK BffNr Ones (on N►1740 rE4f1N at*W4Nt iN2LYUarp=YeYljlOdWMtDerAaNa2Yd dNr�IMlyMselNeek. CwMUMNMetGVMWMftWAft to ale Ilefle hooswW Aewim«a owed Fbfb PldfweesN somw h000&klrl AMOSILb UM time DOE amemlAL&NOM imds peones me Ya Mdrm me bear Iw so bmmOrmms 11dm1Amm.s amusioulmle` ANNOULWNN e.mwrdm Q t Imm Mdmw some Mrs 14 MIUM M.Tkupow•cbeeklow whalN NaeNrNNMOfwMAIslNgtliOwCr r /22tA0. MO Yw Ns Ma ODK CW*NbOeeWP�KxPbKMM� q memo dmrmw � Amy mot glt Mdr Nm s sdrr no 1MSn17 1MIMI? MMO PWAWFICAMrr m men. Nmoost no" lmonsa mm mom" >dlgrdn MOM MOAen An m end\ Redoes 2P17 TONo-TOO,p e, NOWMI Lvwm F. OaedL Pa fto.LWSPAL I2r1MI /Sono 12ANM7 dory FIND AMP O,40fay'BMM DOWN i4 QU&IT40 rE4lrat pt7)7r4M/ fniOlftasgR anfNpkl mselbrDe«Accept �. Oen20000rMtet gmNrdalNPat4ne am asomped w�ImM"Roust «atiwdfkrMa Armmwkft hommiL ft tin ONE blem k= No films Yee Mom ale emlrw im amomak m a Aal.mhL m am awn ATfJt &AONUMONJNNMULNM amewimmd" glmrwB VWJWI KM glmmmis More dos W tllOaetPsds'a'Glued /2AfOfM No Ya NO INA ONeeNf wp IrNOINe umbDar pnshtpgrNht«xasdogno l RWMDapaRI dBugkNNAPtoassio RfplAadott re.,r, 11 01 tp Colo rd 8trldr I 1I.w PtT+dgd ApPI"d APPOOW- Cold esmnw�m askm an MR m logo mrmmmx glow AWNWALWM meth x N ring � bond art. men 2P14 TMNWTMOstpwefn Ntvoom NtawdAeserMmi R0.11ata,Pa 0/1200010 46411AMf grams Append OrleOelr ldefaOs.e N+fl2f►tta flneoNatll bete P"7warf grLfrg1111sntt"BfNNrOWAannOea ddeOMlMymldlnN attpaNaenelhnN LYNUOtNstlrk «LMp net 9ONLAIIIr■ AM M MUKM AN Esdtat(m and Omrd AIU homm ig gasumis i dos I aOprvn PONOWDer NMM36 DDXIAM ICIM MFDNIIMDOW ormoms No YN No Ma -INmftioubw4xni ItmopF4 PANLn Flaws OaPafkllNM d BYfkNN li PlDdlad011a1 Raptdfloe wP+r, BI k" Coda and Malldfmlf teem PPodntApproval AppNfalbm DOW amollfili m Alms mmdlmm sole M11NtALr mNimm endow NAW WIANNd A_d mtm R WA" s NfNenwOwee am.agNfr Loolb"Lw a wmatmam 0rowT 001140,17 OMamlt $Meal? lgPend aNIgM1: Sa t04w M>12■3f00 PE4M4 M111740414 NtLYNpsgn.MlBW1lr DdrMedln edNpNOwaaNe W np•Nae f 1tNeN Pye YeRNe a*eNt awn e FNNIN $$poet Addker a IWNtl IIdN Pra10011nN Mawr sigmtlmrrm rrrrwlrlm Agmrlmlldm ta11w owl. ill almilemomm a o mm.ummom rings OIrflNlgs emu" " dal■ S a 4rALUn 40040AtUN om m71lOIIC®(100 gMVlP10 ale Yw 14 Na tlFfNigetd2NgutR FbRwd DpN- - dBudma 3 P OSsublO Ralik vepl r, FbrkM Dpmblyd d BaknodA PrafadolW Rlalddon sep+r, Fkg 1) * a Nal d Bushom b PioNodaW Rsp Ww aftV Codoo WW 8ltldr I ,emu Bu1BnaC.oda snd 8lwldrdf +• 8LdftcWddmWW8- Prodrat AppoM APPBembll DSM Piadgal APproad APPbod- DdN ►rode APPFO d APPNO@d- Ddd l gl. Mmut Mr no MISSION w gli BE LK w Ml ndtbom Men 20 MMLr m EN. glrmw.l am" AT11mtAUl mmm Arend OBI Ben/sin a..sd Nor m Ems iNrNK amd i monAu It 3 I ENWg it l EKAsin Alm■d Nrm an Noma glow MINEKAUI EmMi ANl" SUIT MWANMM9010 deatamder U%Rtbnk Lam sm=KU*ILFg GN"MT NMIAM OMIMMI IWM=7 APpsM RrNm 2017 PINT2MnYke Dam ROM IM*4mamD .Om MMM)Ofts D-W1L iS., w 7 ,tAfAon t21IMI fop ered aarldn 2M7 CkPMUNN2PwwnkCIMPM hktgiNMNM No$MTN"gNAMK ew rmw adrlr,ndrldNoeMe M8:e4N• rE1m14 ("M4MM aartA0lnbeowaaw O$t)48"M MMr0agg, 0st1pal ad woo om,laam hta pl $tea N fdmeNgnatldt+f6drkrRirAaeseaes empNwda6Ne fNia7fgwlNlfdfNOPtdrkroaarArtw2e bNftt.fU4dNYaaN ftNOdNgwIN00ANN6fwkr00«A00NiW IseeNMfwdOdMM.awn o..riwtaatw.e M10YrINlepaf fan. 000IpNanarfne owrseNn tlNk«R,wif feeaflONreget00emoros MNh «Lkfnf �wp �ANMMAratteesNd►Nam Ae.,r, 11 ,sons Ml as Mtabaorg Men kind B RANNI AUMN 1/Om17 MUM 12== 7 Append a" guamooKKOM dlwNmd glllrwBdrN.Bwl Ymds MrdrmlB MOIm bmm Na bukoikidiolwxibn ameoLo di f OmrOsllmmON limos Omlrmls 101111 bmm holLI.m r ANNN&rftm Am_glTLm row glow. 10 IODM70(LaefetUfehgar0 %was Mobsor 0411421 7a 7ba Yell Ma w OwI1.01MIFSF/r:OKM72 TA/000110 7h OWPaOw'00%)r00corlp"me" OOMIOON we YN Ns 40Pr'Ai2 Alas diwMmml glwwdiYYilt bean 2110 Y idwm ants 7N.41rT.atr.wM,rIfF.2P2R.4L4LN.4■. pfOCD0ilM74:YratelpaD00f Pro 0 S W4NAlJxri■fgDlafMM � OMMff&VCFM)= Inumla We Yee ale to 4 W.M .. ODaV.GW0110M.AF^AMW. mw Mwlim Fbtwr DaprknrM d MrkNa i PIobMMMW RoOldMon etsuiv coda.nd 8lllxl.lRl. Prodgm Appeal Applaeoo Duld rwir, &Sena eaa�a mom 's11 mom entreat octal OmrrASI. made" mwmd M �m eals et Aamummft id oft ibdtlo 2M 7MN►Two"WoN movo Mt L""F. Anew Pa It "'Lospa WI MP1T 7WIMW ,WffiM7 19M2m17 Append oseaw1, Bank Dow (4 Newi74f MPOM on 7wNN NNL1Ngslp ge•gfep BaNM OWA/eNMs all memwrmdl ft CaggNearea0e mdnMr11wN2eaa sea ft" dplewdAttUetaa Baled Field peaknl" rNIbN amommbl" am&A mf ANINmItIM gooltitlm ens Omld "A ambaomwimowxmmm EMO Ugl glmrdNrdNOo am= gdWU 0 MSII blue 1 ►PNPNe)lstYSYNtp .f4et;PN.eair•NPNC. .N0A 4eN1NP•r4NR GYLd llejlu ovum NO YM Yam Na �rMetOle00kOnf et/eDeN-a9ke.wf«OmeNfaw�NNat pbNtie).r, m mom moans rod" 2017 NvMNNwDew Ot"W. Nds" Doe feNLYtlptp ■U0I3WIrDmANNMN hNpgNae llrieN.teheAla tNPN fan a Fhte�ewMMe« ralirrdFNMs a tall! 4 aNm4mALRMraAl1a00I1NM011C[D Fbddr in I r Nal at BNkma 6 Ploolodgm Rfnldllrla 1{/d11p codas rd III N+drdf ProdlRft O#p—M AppbW- DMM reptr, 11 teen tshottaus medal mmtl boom B&AEmd ANNN Ore destamger Lake mlfeb tar SWA*Ktm&Pa 0WI&W7 N.MTam WSW? IM0m17 Apprwed M7)2m4700 PE M4 (PM31741154 swaRtNDMUdAIaa souLt gmf A■s.drtlm Almrwitlm am now lSgOwANdod glosWldlo ALI= olrmlms Nomd lm N raN4eAllarg.foDtlL/lOI1000K tf2fApl6 No Yoe ale Ma mum Fbddg DaprI - d BwklOa i Pt*ft*ft al RfatMlolt OLdI f Coda atd 81N1dw ' Ptodret APPIwal/lpplellbs Dead a1m00t 111111111 so m Emma .sons am" AN&AKALrl.t m mdlm EYw■A i �t ffi NOW among POW" 3M7 CNPMMNtfF I "" CwryNr wcVblmd k N tATOWSOWdmft% Or7FMbN linsEK7 flma0f7 t1g01m17 Append •NNartlmvdWDaw pet)?MOM bca m"44M OdOdW*Mlfnw LlfwlNDWAWWMIa IrdawfNlOdeOM.aM Oerlpgws gltN.t ANIIIdeUn loaf «LNU f 8 nRRIr1lmrot A■ MM&kga 609MUL den claw goo OItA dlwNllldlid gldrwBslmlgOo rtmis goik = Mlnm am M OSM41iAMHF1we04A.f472,7f.t0m,1f0.4NT, gkMwstdtYL.01.)DaOeprlFS'e1g0' faAtAOs me YN No gOpFWO 4N.fRg.~.4L42.N.4W42LMLG0N. WM*WANDCODOWFY4;Mgmmp Mr pop OOfN, asks. MlUll/. AMg.AIMfV. dDN. ®pal Fbddg D@PWb pal d b=hM A PtgUamolagl PAWMI I sta" Coda mpf BUfdrdg ►.whet ApJroaldl APPSUM- Dold wpm, r, teeee Fkw Dpwbnmt d Budma d Pldndmld Roll" 0It-1 O Coda Nd BUndro Plodsel Ap1aw1 APPOOMI- 0aW rpm, r+ tege,e FbA1N DgpwkllwM d ou*k A P"*Mgk ll RordallDn B Aft Cola wd 81gr1drds PNdmd Approval AN&WI I1 DOWN wee.+a+ +Nees P10RIdg Ogpwklwld d Oodk A PrarablW RRIQldwan w fe t r, Sukb1N Coda NW BMnddlds pone ProdMot APP—d Applatloo Dead OAS gl« Mdtdt 01t am Nmbas NM aatmm� Mi Moor No INS 20J7 m aOlmC3L m Adks m so Ombon an mdNlm gli 111111At NWI Not ONL N no m Imam m ikon now onkath r MANOM mNrm AaAA1r/ Bmaslw Allow tom m meld mmod ow plow gloNALUM Adoodgl Arlld2d lsrlrl fuLd N An.N mom m Esm m odmgs Ann ioNALUM immoo at ADNdlyd s■sfrd aRAd ANrN Ards no MOM Mrw.t an" ARIKUL iLb d 99mmum )UNION dJdrml neon Allow mum MtNIN am CU M*AftP"MCMMWO YaNvalm" bidtumftaadN.NL atMlmeAw linI M7 owumtT t2mm? Append F4@Wdm 2M MAPO AWOPWX60NWW Ilak7fellaleY padulTse"asnu aft% 00rPfemer Itam17 moon lama=? ApOeaN +ta,iba am OIJ mommMAAD40e DMeDen LLLLC W N W^PE llam7 10=W" t21NN17 AMMAd wertlea am NV&komwowm ovasmper AarMAM*AnbW @WMKiklm.PE 12■mf7 lsilm17 Y4lftrd Otgetl Brwrttdee pmi7+OfM2 hNa pa)Mseeef ,71tgN1 BNdrDeen pool, oomm Ina fn N"M 0 - de 1:BNNfDew BeQ4f4ar4 Polso"M MlgetI VNdsN MI)Sf 4m MOVAb*M OAwewMN M 017•MM f10L10rfN7+MON41ageNNr00nAONnYOn , fNOeYpr+gn0401BdskrDO«ANVeliw law f1NCigM, Bdetbr000rOasrOnNk aOnd020N0000NNF00 f0001kgnR MMk llsi b1rA0gsNOwe aaewrrue00et70esronart«lkkll amom NtkM cmwAomwmorLmn Gmmpft Nod M*CNWdkmlMdrL m BAUNIALEMAM a ow4dumaWA00NrNln kerung admmNtbmlrt a bopr NrIrA.�I Ag®gitlm A.otltrlm mow awn afJ■IIlmtlld mookAr AN m&&Lsn AsomikLow tale Ore aldkA� ANedrdla hm oo on tons ON" amMLmN A®ditMg ANmddlttls U" glad Mt! drwNNwmm g101wagmidglm limos Owdk= a o a r Nag ambego mm OrlldrmlAmglm k= Ommuma MOWN bdr. Am! ESNwNrmma ono w mildMMom mmOs OdWtlms Omlm bon Nor! L1OwNmoMg OrmwaWtmrtlm Idles simiu ms MOmw berm N OMWSMMM4nfte72.7badAf142.49.4gk4N Ohdp.e(ek 0faa)mNj►Grp►bgprMtf afstAmf N4 sae Me gf Psma 1411 1NVWI$Mu Mf l%7f.•MM.4%41.4a4N. MIdPN1ra 26faA 0oti►C«lrrin lfY' OatANP me Me re g7PWMI t N7.707727.7tIT.wMMLy00M P1NMDew Aak4b"sed LO«wdslyOwMlnst 1aMtOrP YM YM Yn Na 2 ,ram f020FMInP /ewlO gDrik lkN tODaM• 1b V49 me +N1aP arT.4NR.aDN.ONN.AML. Nr000aN17k wbtarew Der pm axg7.421fT.Wwmw AR..rNb WWOVA DCWBN174;1M RSNp.DOW POW, hd W&wdWdee. 11 FbtkMOpN1 dBuMnaNAPRnhishoalRamill Fear, BtltwlnaClt"Rlld 8frldrda feona Proddet Approval APPNfmbl D1411 adlmem INS 9111� m A go so BNr.t AV" M�Nmm]MINNlom m m W1 N Mikow maimo a®ftsd drl RMNJN 2M Parb wA%o Dw R002 ewAambom-CER N WA4mo w-lft 1200AM7 t2A1AMT t22aM7 Append ONepapVAOM Prg4Nole (74M SNaffD arbNaegnlN fftfk Mee aNrNso2■lwaw LkeohnnWhom* Common Wkor Who adMtlNlmrl A.msLrtlrl A■■mrdm !ro � mg aleff.a4Nfefgleflfrgae) ypMb�jpgkYin M � OlwrdB1111110! red MrlrmeB MdMm brr. aemldt0l m Omllml s.No. fbvwm N+7 11101 -, nwMae Uanagwp Olriane.t Cow~ OWN* Common w+h«LWIM amokwunika 1 mf of M Wd lee Pa DpwbrA d d bwkwo d P OFS$ftaal RaOJAion &A*V CAds* WW 8mrldaA , PtOdINt Appovd Appialbr DSW low glow MomtALNs mtmmum lur d aai d O ANO r Nor o"N wr AardNnANN60M rwnKIAWLR 4"ANn1S *&imam 1tlidera M7)304M mowbo FmAwodmbt (MM404 Od ONN@Nd4w emb Amo.l Ageouri m hmmkmu tlm &" Ow. ErmMIlrMg glrllMm■w elms Oddrlms More bens Tbf2 NsdMMabN NIIfAPN ►e Ya to ospo Pow pra of9uMIMa3Po1mft Rf-11,n Ppe+r, Flo DfpulmoddBodisdaA hokoft RNOMWm Peplrt Suk*V C*dn wd BfNldr I pow B Aft Cads and 8lfrdrda Imam PtodMatAppovdApplodi-D" PRodMmApr-dAPPNmd-DOW admnlNt m Emwm MMOdW glow iomAtrldm 111r1mM Ewmd Mwwrd OwOtBfd�r el® d fbil" WIT mvMUrwomm mWomepa Aate+NmArddsod SWMKU*KM 1221RM7 t2MIAM7 cimm s •+• e9s Rod bdh m MaeNlmw MnwrN R/7I MM4 WeMglanMeetONLiooa roerLWM a AN& W godkAmom A.mmdtrls hosolk m low Mot Md! mmr : co o goomp gnmag Ym1s Mmltlmi Mora bran 1 1NPW 7Sn72hummmabe 04DSA010 No sae NO 4flLN No amladt m Elm ■anew SNOW i�Md omKANm mass" E wN rw�itd � AMMO irr Append RsaNs 2M POTMOsun Man Panty MkW4MftM=-Cot owd4m NCCO.1aL I00aM7 t2gem17 12AUs17 Allowed irkpNgrtll Red dnrfttmg#Mkmmnmm ONaNNeM*m*CmMefn MetorU Mt1 aAlaamboom gooLA rot Alrmmitlm anomift m tin mod Aug rII41NOTmoik Kf+i bob1NtNmmr. a mrwM�WOo toms films Moan bens i —Cucn 0 L Q O cu O O O O W cu O An-0 cn a)0- IN Q E cuu, 0 0 .C- V/ a- Q z z W J C/) ■ r.r� cu C: ■ mess cu V U) If 0 15 U) cu ryo > L Q CIO C:L -6=0, Q U U O L VCL V `M� W c W Q Z Z Q J d SHEET NO. PA 1.1 Flo l>tPa&whoa a Profts" Rpulrlon Poplal .warp coat wd BMM1dr - u m pIoduokApprowr ApplMalloet D" nAaloBt AOI now are Art leratLMr. NtN INS AaAM IrMAlm dear SoNWAal Boom" 101111111111 aAMtlm ArA.mr Aear. a" RPMIn 2017 ■snnmoMa D.M. Mwwte■eW USRLMM16M MPm M. Uft%Pe 1omm? lsM11.17 1t10erA1I 12Rts17 APPtwlsO arleMrWaNw1s (7/713mam ps4 ms (M71f17448/ fir= titrlm maMMMdpsMtU pMPNM.r 0111 ew.. wlMMwpRsaw. P W 1. RI�IIIM/ MtlY Ift K. tI.YM/ PMIN, pnbmew m31M1r samokunum ME 902OLONALSOULKAM amoLlo A dllNtirtrlallt KM AFWUMi inlet mma 2 w" Vr1.MAMlomwMMMm 12414011 Re V.. Vol MN Fkm n pelptMaBueYwsaWobeeblWRepddon Pop/al &"V code. end 81 tM■M ProduotAppoval AppNoMNon D" nAttirli ask ArAst are are 90a1110R are mR gods MolAoe dery aler.taueet• SABA" lrrANm Arran MNAMMrd AMtON oft rat"m am m7RO...MOOmM owsom M LO.RLMMM Mom Lm^PM !storm? loma 17 tOt 1 7 12MMtn AFPmms R3 1MiPwe �1Tjenrpt►Mm Peaxls (717)31741m O..�eMlmtFlaed rPMM.mm MIp.M tell. FM,eM. MR1mM An7M.P1 r. LLt.tM1O Fl.ddw R.femew aerwwM ammmaummem ANOLlaf■a A amuK 1M An1lRrlluma um OWN am ErBOAmltltt dmmAAtttllmlAt le mNY1Mli nano a r 2 am ywlMmlMurwmttflMm tesl4ms w Tw Vm MR Fbft oMpMrnMd a ew ivemo a PfobMelolml RflDidalOR Pwp, at eLt1dlna Coda and 8Wlarae Flak ProdoO AppeoPalAppilloNbR D1roN ado= an tgo Molbd L glow ■rsalaa■ mgmd" memo b� arLin� Aid arm IM1001 no POTMOWAW ftwo ATATN m.e000-*M MMmowsee000-VK tfi.O. 7 11/I02017 ,rt.17 AFpowd OntmmlomblOtPtm- (efpl(fsN 3fsae/0 ad . aa. f.wllpr,n MMMd hlsm.Ps.w MMM K Lwtsle 6A.M17.mlrlrt DaAtltlt■.M ARm■rW.Ylt AR.MIiNtI■ r.m AtA. deal! boboL Mm■ amdAorilmart ULM dtetatMi MEt� terra 1 IYmefftm Mw1101dtwl. AwmMlmblAm 11raeM3t V.P V.. Pa ImpM11eIMtt a Bttetteee a Peclem eW RM-1 0 , f w.P, a, sk"V Codo M1d errlckr - San. Pto"ApPP3MOAnft@ MDew tla>tlan an ]INN IrMAOMe: Aar1t luNL au.■ nommo *A rd ItiA�mt.t � A� am #%Vmm 3w PWMdeeb Dom Rod umm"e6e0e0410 Mkoeo0.11000.1MF. 1M0M■17 l"Wi 7 12om7 pp.md MIOD,MO.P7t kamm. &JW%GRM1&AWWL01111 P..e�t.. rlM.d Crm.om. eMAI K ltoOM 6latNtimt� dtd/er.R. Aomriarm A NEINLAe rr Dill. Arl ll� irrd a r 1 M dkftfwA1Dw.Mwwrtlews AMMmrwLMWbm IMata1 Y.. V.. 7a w1R lrmaArM Fbflda oMPMvltMna eumrlet a PraeMMiotW RMALdflon P..1.t eurdrq coat M,a BwdrMe in" P.oa�oeApprow Appfoorsn DORM nAlltoM aM. AmLae are are smagai m are am brit abfdOw dr,r N OLVAuMOM INEIN aL trlAm som N 9WLrMMd ANN" aft FAdMm 7e17 Jwwmwte.em"Pimm"ML P"P"A. MMeMLft= JdwG1wmF.Pi. Gom m7 01Mms7 t'Je0017 1QNMw07 APPMY.O OMMR P.1 "N, ORSO t" P044121 pmgMO'.fai oiewi er�w.w■avMtrM.. dmom PIIOp. MIwMMSAIwMYOr.IMwIMM PMd1P PI.M.Mmr etMM.M 8 gadkAmaa hoorA llm ho MdALINI reed ROE A■! alamulddikooKSAM lameLAtesom AemlrNirtl■AAe ll M trrdlttmi somw dma I ColooMLIP oft mw.m.ew tows o ,3414/e0 vow Vm MA RR Floltde oe; 1 *Feuww & P cA wall neouwon P.pfal OddbV Codes M1d81MI inM smom Pmd=tAppoal ANO M M D1w SIM no no SSL� so aAttltml fitetfw ion aMm MMM.ednMPMmm iRL PWARM"an 1MtMMt QPW J"891100KPL sMtEr17 OMtr. 7 oMe.s17 lona■17 APPt.md ,-, -: Fww"ft 0034"w PRf4121 PMMW4=M �K F111MM MI jIMrF AIOeeR r. IIPMw FMiM PP,MmM.O ewIM.M ausLAmr.m Amretitlm AemadiLOR low Aida A A Llartillel■ dllreelrllrti.att hm lillRtlNi eellrelt m11fa t Cow~ LAW BMWs mo.M..MYP.tOMe 13410mp Vb Vm tut Ilel Floade oMPel1 'of emeimmuM a ProkodwW RMNL, I B d &V Gods old 81M1dMt I PrOWMAW100111 g 111000n Dew Pop sell ,amr Floft oMpM- ' a Bushmen a Arobsim RmlldMbn Balm* C.odt and BIMILdMde Plodeot Approval AppBoMkn Bow wp, a1 1MmlM FbeHM DMpMteewll a BLrY,eMe a Probeiaml RtiaLdMlon ellmiko Golly 1111a 81rMlydm PfodlmlApprovO APPIDOON Dew Fop la/ uMMm aetlit>et s SWISS Bi ADe imetrie Are nnl®At AeAt NELK Ate no ArebeAn art nAtnrmAtm do tinx im Bell NOLOOie ANt as MEME mmogwm dtr Atrtma Ir tirmfdNl ArANd AArir noAmum AMf■rd lava an mmM m obME MEtd A eoRAL UM AdirmAL ttllmtid !•eAm BIiAMir Harr ttma as Now Amdrms dew imacaui arllrtlAL NdkOd Moir slA■rd AM ON Oda RMM" 2017 Amm 1001110wo m Lptlm F.aMWXFL *P*&DM.PAL 1000ID17 1MMFa17 tOM1AMY I21120t7 Appond IMMM am AMID mallo wPom LVm"F. ft%gm LPL Rfm L me,PL 10010017 "Gum mta017 triad? AFFIom. owe" MW ow hatmem Am "AVIL mom w �7 atdtl7 a T 12MtOfl APPWW eO.M7•P"WAft Pulsomm, Fna31. 4M4M4M OO,eMI P"Nift Poona" Pe..Flm alq)wass MP.MIs Fe.lM1P trdDlwMMR e.ae ttMowP.rt/OOm..Mw ear wnmwaiOrdnmM mMMYpry+AMYlMMtM. wmMwAf�aw owPemmeMM.e eMM.rw M,p.M1MM. otwprwlmrPMl.M mm.me.Mwr.Mfl.M. 11..MeMe.rlMed eMlwMep Fwtpwnttr.. P100,MIMMM.OM - reUOMM.sFIMW P08p1MM.d M* w tMOMfM%MrwFAlweMer.II..MMFtMlp. Pt.MMOwwO awrww eLMM.fM%M.MFAeMmer.tlo.lr.FFMlte. vMuwmwM rIMM.M OMANINBINM dedAmmft ae omoLla m Am ntag m dMlr lar. dfliaam.f am omawn ANNEELULNa trod AMEs 8 ARMIAm ANN daKft Ae.mikam trerr Ada Ar! mAOArelela ANIAItArrtrmit ll l 11011111111 i Bohm Palml timl lNAOlatAie dMErWmlrt ll M ONtleili NlNr1r assume lttlambomNI&INMLKAM IDadlrtdmltR AetAtr<YdlltmArt trttBi tlrlkft M irlm mrra aMeL4gPeMa.Mt vw.tralflrealtl.M tt+4o. w Y.. No MR 2 ROMtM'A00to.TOtO.okMnei vmlre.rvMlPtlaiL tale mM No Vm Me im t OKAgw.Mll wown P110010i.olwrww$413w0.W16ef.l 64*W4 ,laame to V.. RR MR lmmltrarfut FIN DePMII-aBwrweaProbMmiaWNWARIM &"* Gad1M and 81rwerdM PLoduotAppmovel ApplMelon Deml tldl�t ad■ A..rr Decor NL&Lk a IMlltlm am LV.7h=m.o%NsOnTWOWNA%Mft@ MM To.70dq.m WONft hW lombalus"(7),wKc► plafMm.m Ps~ O.Mp,7l w+mM � fwtM0.loeMr woMMAMwwMPwsMww YO orY Prt.IM MOMp eloLMM I2MlMm..r t Woe e.M.MM Mxm M.tl. FlwtlMw MwpmMSA.rYII r. t2l.IMM FIN& Ftee.welar .prow MEA ltitfArrAaeAla , 17tLIuofLMT,potralepvrt.rea.MrTm frF..lMmlw...r,M..1PtlM. Plystat ,Memo Art are A WINSE as Adwom lriM.d han i adiiol r AMINO rim NeM 111oft 1W111ID17 WNW? w IRS 7 WIND" APPtwM 0" mo xoM MENdialaDa rLtlmi AM IRMIMi mum coma Ira.Mee Vw Vw. Mn RR FbftDspwtmt*10u*mm&PcbuW RMpltwen wp/aft Burglar, Cods Mid 8lrtli- A 1amM P3odwtAppeoval ApplM.roe D" am .sae. tMErtat Dead lMirM'statt�M trlrMdAL tm�al Aa�mra nommu a A Ou loin RVANN 3017 FlINI INPONOVt. cmam AWN ettdor. PL! M10W1J,MP3Mlw, It ? 1samM7 xM74m7 follow APPIOPM eafm Ana roe" 0"78Cm=anpM.M, P.M. YQIMIaMR M..MMAmwMM.smmom WdAMM..erm P54m 0e114144157 wwlwMasMRe.rwp 87MIIw O..Pmmm MMMdr eVOMIMm (toper! f MM a raft Rw1M0 AlOtmwt r. i3mttw.s F W I. Pwftmd"smom r Aetbr etm.ea ammulliLiNt ammmaK Nt JON dr. 111119 alai l■rrel cos f 3-FLANW-PtoLMVtPf 1p1P rq.ot AM.w3Mm■MVSOIN itd.Om*M ft" taoums w rm w MR Fkm DMp kmdaBudnmaPIDbWm Repul wp1at ft""Codtend eaeldef - /Ran. ProdMllApproval AppNlMroo Dow ammew am llilla■ wren IMAMombEratltmf armful aiWd 106111111111 d YsoNEl ltlm PAO" Mw NOFAdke/w,b"& IbmwJm" wuowmmomkdn 4M7VKVNW WHOM iMew01T 142tam Apnted MOONS �M�� eneM.uc. Osq s61.01s0 mwwmm"OMtMeMle.rtMMO:MMM31MR.pat3.Mr M P,.FPOt1P,Mloa..btM 6AiiAtLtlorrA DMMLA sea AMMMA M atmmruras am 111111111 MEA MEAL1MEfAm■ d onLoo ir.dA rums drlrttMi MEiift dm■ x emmr3oo reaftme-MrKCA 11044ms w Vol MR wall Flo oepre 1 a Auerlet a PlolteNOw RIM, Pop 1 a1 sks"Codsandm- , ,e PLodool Approval ApplImAlw DOMI Assn. ail�IABl oft 1111tiff so AIM ri an Amin A.dm= after bobEdA f M AiWh li ea Ad � ANIn d am raddo. 2017 LV Tte,Pwow. M.MTw.MMmwAIiOMrOer Tw.POMwfm I -#t FOw LMMrew" www7 10/4/217 1WIT11017 lall m7 AFPMOM M dwOmsmo(TAMM ,-mom 11r.MM 4111130400 P67401 (734mlow, ww Mt0t0oMM.- FW*gA=wWm$mtmm m.P.I PId.1tM fOMM Ninotw �w f0laedt rrwMd.. fYpm MwM . lMSM MgYMMOAeWIwr. uoww..1 PMd1w Pobn w mQ~ lm godkA eat ArfmrANAla mommu m Ymr Ante am 17MOMLMEra" amtlrrNrlaNaie lam dmlLJMi mount 2 TAM0000.MIMPM1044 US& OeetlfOm No Two tw +Welts Flo DMpMrretMfltaOodr waPlobnlm Rp,deloM Pops, &A*v cods and 8tarldee - mom ProdrelAppmdAPPltalbM DeMMN nAaAlrel � am coo. MMUMMO l aM i�mmaui )0020" al� l Ar�irlR Ann M am RMMMw 3s17 Lemom. Me AwMwMamw J mLM~.PL M.PmKU*k PM Ulmom RNPFy arlwtR Rifts pmleaamtl P1541342 pt7►W4M4 MMMMAe.wrrtmsetwm wWMt�Mnrw.emM NWd►wdW1MwfMlepa1M m ODMIMM WMd 3M hWM fMf.MM O rAWmMqN1wmdA~wsL&wmdPWmMm PPOMn. om*aK irbal� m Ammlt>tilYe lrra �. AM amooLvieLlmowmAmdArtdMe011■ A.mro�wam Mtii drmtMi Aweie; ttma 1 DwdW*-DDA LOM Milk P^WWMMw Pink RMfV4d *YAM* No V.s No iWA47a mrlMmMrrlrAmlMFM PIPMMO.eJ. FWW DMPrbaterlt a Bu dnm a Piobwimml RmldMlon fop tat ealdup Cock■ Md ill I n 1 110110 P odustApproval AppleaNme DM.N ift as nAOMau am N.lof Aims dmr ambELLU M lmm mAt trO AMINO a NAB 1�O ONE wAdm 2W e.POMMtMtM/ibmwi.MwA RPmoummmew twem aMpV1.VM W IWHMY IsaM■I1 I0214017 ApPwn.d 0repo Ase tM paMfmafm awtr.ua prAm" m MigloerI Res""m MmWtemMeM.etm OMweeMe.MMeeOceMMtwmr R.pelsaw. ■ P,.lMelwMwl omem* OdBttmdmu iilam..m A ommilL o NommiuJNm t'd Alta. MEl nmtrd.rrn de>■rMEaltaAa rttli dM1WMi and" dra 17 ammosm•m milKMMeMIMOKMtOLow Phipma-MMMKOR laouels No V.. w MR epMoreMMpltw.im FbfldeDapMI OfBtrertaPrO%MMo1WRLtpuM M Poptat B"VCodsWdg&- I I PfolluotApproal Applealon DOMII gm mom Am MEMO tm hd= Decor . dmicAlAwn lerM.d! Id: Alkaloid � amm 1 lira f%NM . 3W LV. Tie omM I e OLM Tt OMAN OMOMO 7"V emomm" 3Om7R f11w Left soo m lsRe17 long=? 101174017 12M37Jm7 AWW M NBmomPmP(IAM001 (01424W.Ms Ps~ f"310100 OMgrp nrwMM emw NweC.MeoPr imMr Am.mMllw ew9 MM m ImpYptm.fM.M.l,p MLM.M C.4�tmr.aed r.Ilem.RlplMMww. PleMwewO ewyw.M r. UmmW FledM Amdtaammt Amosmig" bousto INt mt Air■ Am at d bigns Na aferrtial■Allt tiltNi 911010100 AmMla !lima■ 3 rAmc0wAm P%WVSMMMtMwP 2Mw@ftftm ew.ltMPMr.1MMw.pl.1 0boMP $Gomm VW V.. MR nR Flm oMpMIrflMdo BLLmrltea ProlMemb Paphomt Papta/ 9"V Cod■ and 81M1dM I ueMM P3eduetApproval Appl mDidell nAntaAll go baBoat go In�. amdima dare imk2K&AU a mdmd uaL Dll w Ata. elA. &mom amn Plumn ■1T swaMtea/IMMItLm1Y TIMmmJMMeM wwtMm bowwm G WVLVM W 1MMMt17 1sMtM7 1ttsm AppMed IMIIMMVt w.Mw pr _ of.aam e M w uA wou"lm OPMPtr 6mMMnMPpetfw. fiM@bWdm iiAaiLLdi� RMMLA r AMMONIUM A.MstiLM ammo Afro AMl !�u■.tul■ A1111 aM3Mi QMWM% i MEMO dale 37 a.sm IMdw.PmMe-omm iMMlasls w Tm to MR Fb1kM Depleefmnt a ewltmme a p oks"w Repdwon PM., at eukbv Coda ew BlerMblde Prodea Approval APPNCW M Dew smium i m Nods Mbod raL dodo MENOMEWAUa ll m am010101 Aa s aft w r AMod AMR fMMdm m? 6somemaM/MMMee,r T~JMw.m MODUA100 IMMM.O 1JWWVWW 1011ee17 100110 7 A mod e,loeMF wMM ""moamm, eMPL,..t3C. pM4..ef■ MOtCmlewp MO.rM7mw nawwylMm.MAtaO+n D.lm wmrR aMwMPM R1Me Man. 0 PmMlutlPP0lV0MtlnaY MEl dmtMEmmM Aar•�dN �� t marl es�ir Is a.e.i soe•carr7MMK etrr M..Rerr Fr►twe.-11ew.. mlL IN ttlowma w w. MR w1ML ao ba l Flo DMpwbr daeuerlata Plaeetberl RmlidMiDn Popla, bmvco" and aiWldfldM IMen. PrMMO Approval AppNoalbn Doll afi m INS m . NMO&M ■L Meier �Ir.ee AMOK i � � � .�1 sum fbdMn MIT JMwm ftftWM4PmftVK1mL Pkadon Do R..WLOpw JMw S01Mw O.►AL s■a17 CINDY" OMfala017 tsImwy AFFMmO or.oMr•P!•.IVAM WlW sfea■7 PRAM OM3W4MM Mwtw dwwem.fwlMlwm. dLao n W I RggMM A~ r. tk.Md Fbft Nowtlr.wr ogmew Alilar■rm ANOWAkMa AmwdNLNm tort Arm Arg amemummmikoWL92M assoLotelma amrommo lltail loci tatAltfJMi Gomm mows 2 eMMalprnLPPawf.o 1D.'...mee11001e g7M-N, Vm Taw e3P tot FIN DepreowlaAwrwasaProlMMeiMWtieaLdel, wp,a, .writ cote. ant stena.rae Imam ProdwotAppr velApp60=DeIM nAmier am l d1R EML� JUNK NMdMN c glow leiilauefm ]UNION ]UNIONm Awm WLAwww Ann" Herr IM ON AW Aimn ftft§d t Fftkdl. Me P1 - , as RmW L ON= Join 01900 . PAL 021OW7 1MMMOm7 mIM4m7 /o wmy AWn-d , - -, PMtetwMlP pm$4§Mv Psalm 003I74a MAill wpbMo.M.1MPMt3mt. ibadmims" PYOO. RwpMIMq Al1Y1O r.IJ1.M.d PMllfw PtbMMMw MilOww BAYY�drtrt DedLfm AM ONA&Lim A■■dOLUE te■r dd. Ar! ENAemlmdtlu Aoomwom elom WMi 9101111lNli iritl mma 2 fr,lePPrdL.a MullO L.Po.MM1eP.lntM talFtgplO rb Vm MM fm Fbdam oMPar- ' a BwrlMt a Peobtlm ReplUYolt ot"V Gods and BlarMfMrae Ptodae! Approval AppNoMBon Deal r.M.l. zw r - am Nliiminx � . Mlmdw= dad A dUKALM a trortdal amrtd ANOrd � IAM r ml RVAME so" TMND§MtMPt.mdt.Mt6 K.PdS m 2wll- RFOw LOOMe.Mem tMNe0017 t■14M17 10110as17 121721117 AWNWd OMISM- fte" 1111)401.40m PM•M.I 0343m.1Mm OMtertw Ir.elwMet.Mwep 11wP.R f w. IeltlPOPwt1�OOM PMPMM R.s1lMtM A.dA1O a.lI1.M.0 PMdO. fMaemNwM ePrwmr l 1� ammkuK Ae AMEMNdNra■ r.Tr air• AIM! Z oMawMe DeirirlB■am ft= ArOAtMi ldtltr d.lrt s W IMUL Attp lasoMo.Msaw*# M 01Att7.,M Vm Tow w 13n Flag ompMr of o want a PiobmbiLMi RMNLdMYon B day c0ft and AarteMeae P1edMol Approval APPMONN- DOW ewpta, ,earl. a'tmmam an 1 dal modwm amet ANSELA� aria l err od EAM1 am OKI" 2m LV.Twm Pm%&^Omrmww q,OmOMM Tokolmm 9 - -It Rod LMM.endw w1NW17 maim IWIT4117 1MIX2017 /Pp...1 1666000PM(FAUM M3111004410, PWWW V"3sMms ,wtele IN 60etf1pMe 1404ApMMONsw0r.s lmpi PWt6fn. MPMM epMew o..pr..el,m.e mw4em.Fwptfw. PMee. MgYMMO AeJmat r • 11.ewwe0 FIedM PMiM.PMwO e.MMlrrf dfitArra.M ARm.mlrJm ANOMBI " altar now ArLI t�aMfOrl• �Ort mMi dtmJNri Air deLa tAticOMtw.FTwpaeJtaPv.dwterrrTm feese.bMa.MlaMer.Mtl.eP ofAMwom V.. rm IeL M,A Flo Depabeual a Bu*wn a Piol.rlonM Replelm w., a, Bulanp Cods wW BYrldr I Froflra Approval APPNIWM Dow naffimm IRS d. ■rdOm amd lf�aLMM fmmilttAL auim hw AWN � AMA d am M,oMMw MM7 eMORIrMMIMowtM1MM• ThmnJwerm wwuwmmmmt" omvKVmow 10"I10017 1MOt4017 1M2w m7 ANWAd 0OgM7e ftdit 010391a2011 owwomur. annistm j Ma I s_Mt/mRopMtsww. I'm Pw.d.OdoMt.aP.l� gooLA a AtsrANLVE a_rakm riot Atha MEA MEonLooh ago rurli dadrali @now ttenta a VM.me WAmPY.w•Ww1emKR 1004ams w Vm Ma► RM aefita0lti Fbertt 0M1afelwd of BLrrwe a Pro%W w Regulsion wP,.el B dit code. end SI Md- do 1aMM. Pro11 M AppeovelAppBs lon Dolmll asso 1 miumarm aMm im MM*M K go" larauN armral tr�d Aa°teal. O A BOLMOM � Arm Aswum am sommu to/MIMIIO.IMI 7M.Mlm.ImVMVe R mumaMwelmtem 4Mr VLWAW 10fiWA17 lal m7 tatum7 ApPFNW erL,treMp,0ea1 sum fewmjltmOeMMOm ometiwmnwlm:mu.amllpettww. • ftweammko me4Ar BAMEMUJbdm aa11tl1r..t aewtnmaLaN aeRA.tieAN tlterr Air. ARE tttealtdrrel■ MEeMrtitidadN NlMi armMtmi Atrror mar. Is emtysm-CWft4,IK Oda MMtr leWNW PaPMee-Ld*Vr.MKFL ttMslaele w Ve. m MR IN" N N > O CD a) a 0 O cal -v N n- N CD 0 - 0 O O O N U-cu _ .cn CD Z7 (DW � ^10 Q L .� �-,./-� U) Q Q 7 C: 0 ■ cu V . 3a_ U) If 0 (D U) cu L. Q clu CL U U O V L V m w z z J a SHEET NO. PA 1,2� r Fk#W Dapara of Bu1MMws a P1das" Ra- 4 11on Bu "coda WW 81anLWA + • PmdvdApprovM AMMOSOM DOWN BI NIM Aim Rum ■■■� MOIOt M�Wotalas■ lIWMlltagMt l iA 2 t � �rl Ara II.d... MIT aadR.Ma/1MnMalMat rMMASJrr..e hove s aa.m.ts Oayw.wdnr taom 7 taotaMT MOM Ap.aw vAlft na"a aaao mrvkatla aamea.oteo nI Pladalna..oft wptfwn. EAnwafldsaM amoLdglees■ ammulat lw !■ !� M.r OWN. aaa! dUSDMWdn 90OaNMNNwMY MAMA MlOrtfma MWm luau■ 20 arrPfta•aMraawwMrr NKPmn.•1ri...CA ,amour w Yr MIL IIM FloIklo Dapara d Bwksa a Adiolorgil RaalAMlar1 .aa., d, BLA ft Coda and 0arM1M 1 /Avant PlodaMApptad APNeMba DaW fJM� Alt g�■W■ sasodOt MOWd ■�oaarallmm grslMMt letlrag l �t la0�i■rl Ya d tart Row.. am How PMYwn PMM IL LLC. Ta RdMan WAWA7■L.PJL JNMw.aamtdM.Pa emmm7 taatem mi mr twaaMT Ahead OM.aarI WAMM a "0"460 PE44W Wa4l 17240 M ad0.lr mm"PakrMwW Loo D.nam.narteee aMfaar,RrParfm. PIIIb. a.aItMOMIbat«a LlMrmal P..Ida posowY..I evow eiANNIMeeaift MsMLAtrOOm AOSMLYdat aaalasdaalw laud awn beet bmisamoW gwooLambouLMW MINIS Mddk= Briers sour 1 IOO.MOdmrAmd MNaM■P.II.MOMU Oudoondat.t S bw Po" It.tW 17410" Yw 140 Y.. MR «M Fin t D"Wkmrd of Bwklsaa a Prc4aaatMNA Rapldolm ap, at BaALM V Cods.Ord Skarhrds wa.p Pladret Approval Appflerdon DMaM MISSID1 DIM IBM M� ■ s■aaan ■eat MmraN smooKAlfgsogMt g g Maid OKMOON sa own w.Mk. WIT MAMPHO"PrdiftU:. TrwMwn VOWA7■J,PJL JNYIKIOIwMdM 0maaP0.7 OM MT MOM irlamy mop ad�arg.rpMrrrwrM �wln O..apw.rMM.! arrMaw weal onto flnld. WaMYw/Atrial«a Lbww. PMdY Pwfl.tl.aY altteM BNwaSesMW DERLd■on Ammdsrlln A®otmAn bw Yada APat easrMiWrWa _ sO1MNMaWWMmart MASS GIM IEIID MarrN earls 2 MOta.O.fraMMN MmPwmMNM1M1d «C gaN.da�Y M P ` 1301=9 w Yw To RR Fulda DaprtRald of Bwbsa a Pro soich l PAPA M Plaid, BtA ft Coda and 8t ndrdt IarMl PIod1M App—d Appaoormt Oftd BSIMM go Are an" numom t MwmYd w�YYtaiammO gtltgatMt >w+ LM1a1 A� MORAMEN AMOM Shia wYMIN aT17 MAarl.sabOOMSMOW feaamom PW*L aMradq Pa TyMAP. PJL 1oomw ftft* O.rerI taints all)71a a1S2 P6004" to"a47-0MO a11Cdgw MY,MPr.Y "Is Cookibr MdM*DAOMaml%WaM. MAIM wlY.RgodwW PnII ors Umm.d PWIN PhY..I..Nrym.r 8 wMLi■ AaomdMLAa AOmaiLls Now aSh■ alai brwMOom JAMIS ammiL fla MMwf Para■ 1 mmN&WW34000mlt.O#IINMMPM" Hollow a"O. okoda we=Polls twumm w Yin Yw MI Fbd* DapaAmM d Bwklw a Pmkoi lM Ra-1 a, 0 1 " Coda tr+d lmendrds prodstAppavalAppkW-D" aw l dI wrp Florida DapartrlYd d Buainas a ProtiMalatal RePAIMM busa Ia coda and ffatldaloansDaprakllaM PaddAw-dApplood PData P... tdi loans FloIMo DaparYrruf Of Buaksa a Plsbuicmi Rapumom BuMdHMCodarl0 8M4udardt PladaetAppeavalAppMeWonDMaa tap., a, Itmt Florida d B" W a PlotaalollM RaplAston w.+r, BIAMInp Codaard BYrldards loan. ProtkaalApptardApplaroaDtdd DOMINION gad go" Ire Mir MNKb aW eMaAaaA go Alas air MW aWMeAMt Mot 2 e 11 err MAtat MM MOM arrest. air flMAABg stole Mwauf MW MM arrerM■ am Sam Maya MOWN s mamUAMr googol gessm, MOgMt Mu a■aar boom alitn A! gar■ MMEMd= farts MM■LAAAM gaawtgat >onan; ad.Mm Mu1_O snag am sae g■aa MrsdOM Mod MdssalY rryYdat ga1OA hour. apAd Loan MOM Moo M■■ ■M DUOIK Mtrar MWYsrala NWASO Mm MtgMY1 MONO!* fMMANOW Maass MONO PAYO. JM7 rrwaadeac.mpowbo aML MrILVA Mon" ■shrowuc wMMo.01 - M .nasal? a MY agataft7 ApPra.M Awl" oar "Wool .tcopaw ft"Ma aYIMLwIM Ioca.M.anaIRYmuc v■mr.nwb4ps meow a■ am nottem APPNW IWAMw My IIM WAftDal.PWAOG"ML awOLanM IOCMPN.ta W*LL0 MEN ILaMM%ps 401410aM7 oaMaDV ou"AM7 Apl,ad Mow■ my uwomftoanps..MO"&^ efrRI&* Ixadlrmart, uc vownKP10"PIE dw =7 ORWO n Iaelow APp.va/ OdatrP: omKu Icwwomo puMv*$M "MOP•IMT .r good"OrlpaaM. te+Tl tne.e.Ta No7f oat-1M7 ortmwr. sf.a.Mcap.r.r a+Tlawaaa Hart a00.1M7 ortaar. p0710M•iM7 Oro raMn TOMPNO .MMM.m MOVAIN allo,rrrRTa.Pwra .YrYM.tM.ae4trn aMRYaM.rye 7nrawr. .MwMM.pma.Jmm adR7YanpTn..PYW dnd.M.tYmaraM wv.dfM. It.Patfrrl. wg1Mms w a.dg..M.a.aaal' �Moeml a eokwaabdthy.Mlden"Ip'tfan. eMUMMetmraY akwooft BOAMMNearrY BAMrtaabook �NMLAa®aMm iumm Kw wsr atoll B SOMIDNI nooLA■trttr AgowA rllr asomMAM t a" Milt MM■LAWvte ammmuLwiw ammou tlw Maatt aWWw aoMAArNore aAMrMAleiw ettmairMa MMtr arw a"lY mMmmww MO�ra.MwMWaeeltrr YMtfa MOM= swum at am amooL rlM■ amommokmMagW YASa MltWifma MOON lose a" lomoubod Oa waadrdrM■Mre ARMS MWtrlmC MOON fM MO! fuergrrtM® M■radwMwgo YAMS MWNMMtIa mom batter I nwaoshow.11slaal■ l $Hsnmo New ou A.ar Pba tmM YM Yu 1111 Ito a 1TWOOMIMI..W ROPltM Hadf, wkrPMmt MUM Y.. Y.. Ma Ma a ITWW AN"TMMc MalcO.mdaPMM ,ami2m Y.. Y.. Ma MN 4 Rwriavouvan 1W.INC.arr.rPrtr taat/Jtt2 Y.. YM tla MA wml amb almkoob omm agi loks&d Rm DWartnrd d BIIMna A Prolask rl Rpu b" Pw I aI &rift Codw Old 81sldr A am" Reeked AppaosN Appkaftn DOWN MUM amx Am Munn ■■UINK 90" ■Wsa3Mma gaaOtlMt gIY l N am fMMRAMONN amino atria wok. Mtn W MYdMW.tIL D"W" IOCEom"outdo, UA WOEaMd.a GWAL lama=? I&0=71 leaaa0l7 Appeal I7Yar7: ftOdA Mo.r..al. 0"4M-74 0 LLC. a.MaltMap7105114" dndMVL— omm"m OOMaarr.Mae" addle opal Pan a Pr0.Nanambo m aslrAlerrlW 20SLA l■rr AninsuR w aemaMtJw tom awe am ldmwlslw MANE MMINLllMa wl■N !toad■ t Wawm Nt►..PrYaM.f..aFYw.ra.dppMY ,dOUM v4. vW MR Ma Msrka■ Mtida DeprYmrd o Bllaksa a ProaeNonal ftegu ton aw /df BLM - - coda and 8fardrda ,malls PmdlaMAWMdAnftW aD" lsYwING lifts so SOL� Mae g� Mood a m mmom MolmotaLbm Ego" an aM t■ aiRson d A MO Shsa wdaM a917 KM YMNIY, ML D.rYV" ICCEtdwenarv^LM I ewksNk.aaw., Modify tomoom 1692aM7 Appeal — 0 1 ftwr.I compere" oup"WAN LLO. alMCdtowT"PMM. IaM00 - pOmlah"wo Ornp.nsMerdrwwslYP Kfan■ w.l.rMWIMMIMMI, tlmtwdLeelslr ambLaWarrt hoMWAML&S ArM S12LON tilt mom last bee■Muad■a MradMmomumMY alma VANNLM nog ft a m rim* NOL"No.wMYrom Mates tR. YIN Ma Mal AsraMW■ FM Dqurh Of Bosun.. a ProltadMIM RlrauY lon al., a, BLmft Gala told 81a11, lath+. Prodret Approval Appksl- D" 64021111 Ban l�O modwoK food ANUELAlataam gt)omm ]WHOM MrBias no s d � � Shia OVA" anti IMMIAMNIKka D.rYY" ICC ON&BO l@rote. LC weE IMMOlMaas, tw■MT ,weam IOMLOW Apaad C.YMgI MMrrralCompowiY @1a OW40 UA aaolYwrn TnsPYls d.MIM.a.M ptm aoatto Ilspmss aka.e Maw.. weal tan . PnM.re,dnmw any BSML�maIW OwELertarr ANNNAMLMa a■mmaw A lour awn am AL dbtomod n M1rad6elrYuro am MAYYIma MONO ao f WHO /fa..lidlMsgtlMa..0r.M/Yr M.Y *vote= YM Y4. 0% UK Msaagsl■ Florida Dwoofte d of &mbm a Pldmdtm RoMl bNon Bulft Coda rd Sbndrdg 101 Appealed AppMrld-D" .rowed 14110616 !!r'flubla AWN asi� so MUM Mom Amoloom goad aslam Alum misho al lra�td Mtt�rl BRANNO BOAR i a0da wwON am? o f MllmMr, Ma D"W" IOC DWASM an - LLD ICC a. "M SNOWL lama=? MMIM ia■/Joq Apure. OaMtrf.mm* Nc.11os.d. *"or-740 LLC. addMIgO- T wIllow d0wWRLYM a mtafart cowsom .Ywee ank.on R@.dMara PI.IYN nova salt ammumeasos MOMLI� ammuKm AasnAKM to ail■ Shah blsowrtMn MdowmiguLa t YLmS M■Ntlma a■ boo 4 KIM 201LWWCNOWN O tdgtOOMi YN YN us MR Mooks rat Florida Dapaltrord d Bwkmm a PmA domd RpuNSon B� Coda and SWWWdo PaaduotAppaavalAppMaaronDdO Ago I dI + FNMida Doporbr rd d Ekske s a Plofaallonal PAUWNU n P4a.+a, & M ft Cads Ord 8tarlyda ,IIa0p Product ApproalAnkdl=DMtM Flu Dapwtrwd d Buaklasa a Probini ml RerAMbn BIAMk1MCodard tMwrdrda ProdeetApp—dApp11 od-Da■M arid/ vain. FIakN DapartrLN d Codn w a P1o1raNMlal RplAaran arid, BuMdrlpCoda rd Bialydmlds u.aMa PladretApp dAppleMbaDM I MUM as No" go so man an Og�>fB go MR Mot soy aWaetaMWe MW dgaalgr gWM MOM as MM DmLbaMA as tlaAlwg Ball Minot MM Be s■bom an Aw grew Mkmod L gum MWmraLl a ldMl■A!L goal .rend MaAM A■■sg Mira am mud a aktomm MOM MmMrdallr■t imilo Mt gwam Mlsaarg BIMANNO ANEW Mao Sea giaw Nmdkm t aW MNorAUa Ndg MMa gsYaa aIMM aKAO d Aron arw Ana gown ■wdm s armNrW MWm Ltjwan ssrl" mdow alrsMtg BtlAamr Alamo Also PAW" MIT taMINI nMUN DaAIV" IOC ErMMmn Malls. U.0 ICDEMMMMSWWM lsm ■7 INA=7 team mT Ap..al IaarMM. 2UT vpPM- wb adho ICCEOa MOff4ftLLC JM WA.Md MLPE la omaalT O■INOT MOM? APpm.d wdd.A Matt iarMNw I.aM adko IW EmM W9 1 Lwaw C AwwA.,PA olYism? 0&2m 1T 07■M7 aAppealaM IWAMIe T KIly.dss« Ileb m.Y.Y imewonsaa- U.0 JM.aAwaas,►.E a■alM7 Gleam" Ormm., Appeal CMa.IP: afmdaMCala.wr p"sp-7410 UA. , 1 0M.wllCagKA116 psgat.447a ttam..Plant CmaMP:armraro..s...r 000044M7a vrmr IS" C.aae..l` 100gamata.. a,aaaaOlnT...P1Ib d■MOML4■ 008041m atSollgMP a pb.wdlydO wfrla.MmMMM.J.IM. adlorMa.q,wy.w.eaadr atMMr,P.d. a,tIC41taI,P a,yl.wdNni.r w0atWMiIIMm.PaI. o..ams. mw**Dimmomwowfana II.Pwlfan. ...«.am O.MaYMwdrr.l eMma.lYpolm. WWWA al.M.aw O�� n..enaa�rN.fas RtPada.ma Na.r4a. RaMrawfras oak woe a.Immtuangr w.dlMaaMr■IaMt BiEffAiftk W Bs1tA gooLdW a■MNu tMO ammmu m ow MWr amotimeoro Bmdkhtr■or ANNOUNAa ammoaft" bald a" MOMLA� amouLaw a■■saMLMt gem Bow a McMLAWOmt A■rOlMtfw atodaYtlw Letmo aria ant blsrMsdw Mmmmuko staaW alma MtaOASa BMM blots■ aIu b■■Mrt■w MraNMNuOMY MASS MWYefma MatdW b■■ Malt mom bodMnm/O MmMdsaMM■MY Yuma fYrsaASS Mlrrr miss weEMOmub&LjmlsKKIMbmmwrYMtm MrMaeoasaaodt Yuma MaaseAMa wrWOt Br•Io a woo apt?. YWM.f..(Nlnrau.rlllrpMY oleum Yon Ya1 KA tW t MNOOMM t.Irf.s0Mp1.«Lldt.t taralaMa w T. MA MIL a POISON POL PO.M0014Lrdar oantao,a w Yw MM MA a Ttodmw LML Lsm6wodsmw LIOO.r aSa1AMa w t,r. Iw MR MtaarMMPw Y1stMdrr atlraMMr MIYaaMW1Y N L cn -Cu O U L 2 (D 0-O cu -a a- .� N CD Q O 1 O 0 O U— O^' .w '0 CD E W O cu 0- .c ''*^^ CO W J �J a� 0 C: ■ aaaaa� cu in ooa� U) -tf 0 }^`� FiorMLl Dapartrrrlt d Bleklma a P►oltaMaat RagIAMMLIII BuMalp Codas old SwIcho ds ProdrM Approval AoftO O DIM ,w+a, +■Ip FbtMa DapMrMnsld d Bwktaa a P►ohalloltM RapAMbn BI#Is Coda and 8trtdarda Poo" AppPMM AppMeMloa Ddel ar,r t Iaaw FfalMa Daparkrla1lt d Buakraa a ProAaafoRal RaslAaaon 0 ,1111 p Coda and Blarldr 1 ProdrLiApprand Applesdus D" ar+r, vr®Is FIrkYI Dapsrkrwnt d Bwklw a PPoAtaalolW RplAaton BuMr.NrgCodas and BlrWrda Prodaat Approvd AppMosdos D@W ,Man. W r /� cu O L cL ! gri Yttt MY MW MIMbt11rA Orr Art g ordaaat Mtrr amoYtaLA W gsoast Leawl fmiAmmo &Boom oft raw" MT 111ICC ty.11sasr Iltf t411At11 *AWN*ants, LLo JIMM&NOM OPAL .aaaaplr OYJOaM7 a7AG MT Ap.aa1 OMiI!•mf"Wo.nP.■iM CM$I=66 a POgM 13" p tMtY..eO Ludes rAboumommow".da tfmMmalmal0/ 1Mpaltfa.a arrant l3MM� and SIMILs lam no MrteOMa MW Ale mom ambd t food asMsranr admift t MWO■g h■ MMIAMO w ANNUO was RIM" am 11 , nab arllrl lmenM moNVI..LC JswA RaanI.IL PJL OL2&I IT Diso OA 07uom APPwM CAMgry St M..ICappowM OMOM44M 11nIMIsN O�iLlWarm+epo L■YM wfuLMMdN.Mwgab amlrb.IM4 IYPatf.O. .WM.OIe ddrlaft go mom art OW wteWMit Mot As MOWN SHINN L am MdsYagr ■ RMON gWOW1 adorer ss:uaed among Ater pad" anti am-c =La%aG dam P.Ida MtanIlMlsIMM-art IawM. 4Mww.Nm WHOM meow1tatem Anmmd C.Mm.171 afaMnYCaawal. MiarD adaMMMrrytaaa.MMlartla..wadd q.I,fmMsNMMaM IYr Orgmw.rrerh Crak.M.ItmR«IMMp f3OiMAbaeIWpo"Moaftomor fl/ffbM Ma1r MMts MW Mo Mrebrrt Mo an guru MIrWt now Mdddaur assima gMYW attaaYl BOAMMMd Atmuag arts raw" my CanrawMOamIaYPYdmujm wbdaM TWTM.Ia07M1 joema, I&M M7 MUM loamy 1211"M1T ApPs.0 ortm.yraMaamllo.aaawb lm+maemaro► Pa001aa pMiaetatt m P.d.eYrrerm.d..awrda P@Oov4mwspbwmm tYrpmsr Ww1AwMYra.wsRtp.Mm. comes tIMM4&eve om nowm.lPte BgrOS�i1iW looLAg aloegff ale a■■■t wkmm Mau 80whodnomu■Ow Ma�dwMM■MM MMgIa MrdMAaa 4 rJPa.e.r/ sfvLM.MOMMewLrla.r«aMla.dwrle Ma/aMa w Ya. 0°~s'a0w MOWN mom fYMR eau■ Ma Ma BA�LMLbaeILY lag 0 vpP.drrrllfneare MAMLAMIaoe AO■aaMWs ANOMNU LYs OdmodSMmdgamalummoMmm■ItsowMaY taAMa MtrtYh adrrtdarrsmdaM.s.r/ OtataMo w Yea fort am Mm■ar bag■ NN wA !■t tateaM.atrcroaa.raAm.r , MSOLe■m■tr AOSApwdrr aA■ogDLiw 4.6.4. MO�n row. MW.MtNMIJIM rt Yuma MtrstAaa Matt MWWw MWtar MR BrMaaaAeedrol !sM 1 QL**Pmmd@rCarmRYCar.YPmft* eaerwats■ M2OULA Pfom& 00Pnwms.dCa.r.Y LMM ae■am4 MAINS 20MLM Nr amomu lam M�rrwt B e NO Y.. MM MR CU , }t V T� aoaMl■■ M■alaM■ M■LMstgt O L V n- V m m w a Z Z J SHEET N0. PA 1.3, S��IZoI�