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HomeMy WebLinkAbout3148 Kresterbrooke LnINDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS 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 ABBREVIATIONS ---�� - PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS 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 Rad. Radius =--- ADJ. Adjustable A.F.F. Above Finished Floor Ftg. Footing Ref. Refrigerator _ _ A.H.U. Air Handler Unit FIX Fixed Req'd. Required - —= ALT. Alternate Galy. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round — BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh Bookshelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Bot. Bottom Hdr. Header S.F. Square Ft. B.P. . Bypass door Hgt. Height Sh. Shelves 0 0 0 DE-iLJ BRG. Bearing HB Hose Bibb SHT Sheet Cir. Circle Clg. Ceiling Int. Interior KNVaII Kneewall S.L. S.P.F. Side Lights Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Comm. Community LaLaundry Lay. v. Lavatory S.Y.P. TB Southern Yellow Pine Towel Bar FF71 ❑ 171 FE7:1 E L] Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T.Ceramic Tile D. Dryer LL Lintel Length T0.6. T.O.B. ThickenEIF Top of Block [71 F17::1 ❑ IF: FEA LT. Laundry Tub 3 DB Door Bell Dec. Decorative Mas. Masonry T.O.M. Top of Masonry Ded. Dedicated Outlet Max Maximum T.O.P. Top of Plate Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER o Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter o D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher Mono Monolithic U.N.O. Unless Noted Otherwise 2 Ea. Each E.W. Each Way N.T.S. Not to Scale V. Shower Valves Vanity Base Lo N Elec. Electrical Opn'g. OpeningVB Vert. Vertical N Elev. Elevation Opt Optional V.L. Versalam °2 Ext. Exterior Pc. Piece VTR Vent through Roof 5 Exp. Expansion Ped. Pedestal w Washer m FBC Florida Building Code PH PHONE W/ With Fin. Flr. Finished Floor P.L. Parallam W/C Water Closet r' F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Flr. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant She WP Water Proof 10 Flr Sys Floor System PSF Pounds per square foot 0 REVISIONS 0 J LID 08-20-15 1.0 NEW BASE PLAN I 12-8-15 2.0 ADDED VAULT. CLG. 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES co o THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT 4 JX F1Notice IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these 4 E!�� 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 J�O�\`� o��G review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not o- @ responsible for any plan errors, omissions,or misinterpretations Designer / Engineer to undetected and not reported to the prior construction. All construction MUST be in accordance to the �2 1 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 1941 considered for reimbursement by the Designer/Engineer without by the Designer/Engineer. advanced notification and approval N G� Payments will be made in accordance to the terms of the 0 = agreement. M to (DP z M 01 —o 10 (D °Q 71, C: V) 0 O UJI E t�! o 0 C) w } - 0)M 8'L'co co O co o Qj Nti7 -I-LL 00 � � o =C 0)M< LC) d ® N C,B-D- a m P ;'r" ® law lll6 i- HR c0 iA To the best of e E eer'sd ovWe mforq , and belief, the strut ral plaiea �s,ppec`ifL�iocA Lq4,m. e%R�eined b within these drr�gs comp�yf,3i�' 40' 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 rNj O1-4 BI-' u�4 C:) 'Co Q Ln u- e-- CL f— M V C) co " Z E: cv >? C:)F— WZ J� oZ W� za F w¢od� vZOp zWW�a p w Z CL 0' J noLu o�wZo d- oz `• > 0 a ZZ Ce Z � C: M w > 0 o Z U = (u U ;Q � Lu �(0 f- x Qo X O U .`.,.�..,...�:.�. m c (V i ` Z<o J wV zQ Q Z ���o Z Lij a w I- J r-I L U Q z W�l- N Q Z LLJ ¢wZ k N Z U �o m O 00 QZ J = ¢ z 2 rn ,--1 a cn SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. ^ . 0 �,•J SHEET NO. C S 4 is 11-- .--. - c d m 02 3 t, a 00 N 0 n (n 12 O A O H.& S3 I EGRESS EGRESS PAD I A S-TILEm TYP @ 1 STORY \\\ \ \ I "lii \ 00 20'-6a" JSURROUND O &F16�"EPffiz-E-P --NAC cf�W LO= �68 2'- - 10'-4.° M ^ 10'-42, " o O v 2,� FIBERGLASS"o�ih N I j B 2„ I 5,_ f„ I H dI 11'-0" R 'NG ■ N o 10 C, \ \ I � CAFE T-0" CLG. PATIO CARPET I o 11-7$ T o `" Q \ > v e OPT.I REF. _ tO I I BEDROOM 80 CLG. CARPET 5068 B.F. 8'-8 BEDROOM 3 ,, 8-0 CLG. 2 CARPET q 54 I o� r ,_ „ ILE �� W _ _ _ � 4, N 5 BEDR OM 4 .� 8-0 CLG. CARPET 4068 B.F. T-6"4'-0 MU) O M W N CD v TI ESI Kw/bISP' I D.W. o o \\ C===J------ --] o - -- -__--- - _ 6-10" 4`-7" I n 23'-02' M ------- - - - - -N Cl) loll-- HDR AT 7'-4" 3'-10" T-8" 10'-10$" NR&S I LO - - - - R&S I 7 , 5' 0„ L. - 6, in CO \ M `" A S3 TYP @ 1 STORY JL - - - ' '� to FAMILY R M I 9'-4" CLG. CARPET I rao I 4'-0" W/ USP HTT4 @BASE SURROUND 2x4 #2 SYP STUDS TL7 R.A.G. AHU - T 0 SS �„ , D 60"x36" SHOWER " 82' 3.10" -�- Y - O 3068 I ENTRY , „ 8 -0 CLG. " -,_ o ' o � 9'-4' CL � � 2:12 VAULTED CLG. I C71 5'-4" (4) 2x4 #2 SYP K STUDS W/ USP S3 HTT4 @ BASE r - - --i U) IINI I r Q �I I `P l<I I 1 I I 11 1 1 I 1 I I �' K �� OF SLAB 2"w BEYOND WALL5'-3 20'-O8" _ CC S3 G.T.OP S3 I I NOTE: FINISHED I WALLS TO BE0 FLUSH. VERIFY IN IC7 FIELD. I I I I I p I I O ILu X I `0 I I I I I I I I I I II I 75 I I I I I I I I 8'- I „ CLG LF ILE ; r OPT. D OPT. 00(4) 00G N S3 17'-Og" _ _ _ _ _ _ _ _ -I I R&S - ------ - HANSON BOX @ 36" A.F.F.EDGE DRYER VENT THRU ROOF 2668 7, 8„ I I I _- -1 3,-0„ \Ow M0 w I� N t_ 1 I OWNER'S SUITE 8'-0" CLG. B 00 CARPET 0 - ��� T W„I.C. T 8-0 CLG. CARPET _______ - - R&S _ I I Ir I I I J 2 CAR GARAGE 8'-0" CLG. 2'-6" BUILDER TOCP PROVIDE O APPLIANCE PROTECTION N WHEN REQUIRED PER FBC I I I I I I L T----------- I I I I I I I I I I I I TI E 5-SH 6" DP.r 0 _ 00 A D H.B. T S3 S3 55'-10" 1 `-4" L T-10" -- :f ll..L _.G,.. '.I II i'�, ail. ii: Ii0i3tl�„pn.,il-lil'.' IMl �iilia,ieJl.i,,d� iI. tl�. ..I HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 114 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2600 PSI (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X254 S.H. 13 20X38J 18JX37iq S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20 X 63 18 4 X 62 4 S.H. 16 20X72 184X714 S.H. j 32 27 1/4 X 26 26 X 254 S.H. J 33 27 1/4 X 38 j N/A S.H. 34 27 X 50 J 33 N/A 26 x 37 i S.H. 434 N/A 26 x 50 S.H. 435 27 j X 63 26 X 62 1/2 S.H. 436 27 4 X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 J X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 J X 501 36 J X 50 S.H. 25 37 X 63 36 j X 62 1/2 S.H. 26 37 X 72 36 7' X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 i S.H. 33 54 X 38 j 52 J X 37 i S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 52 4 X 62 # S.H. 36 54 X 72 52 # X 71 j S.H. 39X59 40 X 59 NIA S.H. DOUBLE 39X59 79 X 59 N/A S.H. FIRST FLOOR PLAN - B1 SCALE: Y4"=1'-0" 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 located. 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" -AA +29.7 / -30.8 © +29.7 / -39.2 +28.3 / -30.8 O +28.3 / -36.4 EE +26.6 / -28.0 \F +26.6 / -32.2 OG SEE SN SHEET \H SEE SN SHEET '� 40 MPH NOTE; WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND 111111111MASONRY.•,. 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 R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED c.9 r z M 0 <C a U, z V) 0 � w O w 01 E `b' o m U LU f- 8 �M Cl6M N M 70 O N (� L U- 00 00 ) cti Y r Vt3. O Q rn LO rn ¢ o ® ® B• NC6-DC l F p�p tile) V d Oa �{' •J 5V) o WZ of J � Ir " W -'V- py (n�' (�f' t � LL U¢'..�z; z Q.� LLz E IWry o .0 < f '� qQ � Ne To the best of the Engineer's knowledge,_ infor -q4 on, a belief, the structural plans and specifications contaiq within these drawings comply with the 2p17. ElarfrY ' Building Code - Residential Eith Edition.Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD ON Z f 0)O N N ;.0 � O M Q U) -p L11 0- to Q I� H CL .^ oC U E- 00 Q r>3 z WJ C:) J oz o w� za I- w¢�� gQgo U z Z CL J�o 7 . U W N [O L 0Z0 z z 0 az Z O 5� M cn 3 Q ~ C z �a �w o� a�Z. 0 X�6 '€r k N Z<Q< �aZO Q a � Z Z 00gg w=u o j Ill J Lr) ri Uj 4 Uj z 4 u Q o z U �¢~ ��Z N z m o 00 Z g Uj 00 SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 O SHEET NO. 1.0 Z-84 I MIRROR z� 0 Q J d l-I00 m_ 9■ 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. — HDR HGT. _ F.FL. 12� 1" x 9" SMOOTH 12 12 TEXTURED 51�_ — FREEZE BAND T -- - ---= ---_- -- HEEL 3 TAB SHINGLES. ROOF - u u u u INSTALLED AS PER MANUF. 12 — SPECIFICATIONSffiT — 5� 1' 0" 1 x 9 SMOOTH E:1 E = E==] 1:1 HEAD/BAND T 12 5� i0 — T.O.M. HDR HGT. TEXTURED CEMENTICIOUS o zf_FINISH ON C.M.U. o0 (TYP.) CID I.-M-111IM11011I — I _ SMOOTHME TEXTURED BAND T-0" RIDGE VENT 12 5� 14'-0" RIDGE VENT 12 ;�E�5 FRONT ELEVATION - B1 SCALE: 1 /4"=V-0" 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 SQ. IN, OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. cn V rM 93 —g d J (n Cz V) v, � w O °U E t� o 0 `® � m w ~ a �M C t6 Cl) N ® U dj O o t LL- 00 tJ N•' Ir ' -00 C> Y fz- O y d rn LO d. cs> Q o 131DAl I ,r ctgS 4 a } {Si Es ' �c `79 el a_ a - uu LL.la" CN �o To the best of the Engr knowl;a e, inform* ,and belief, the structural plan. . AP a I.%Wtained within these drawings comply wii`H fRL2A17' 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� O N I\ 1- 4 4-' O M � J) O M Q � a cn Em Qa) LLLn CL a (^ QV CL 000 ca z W J � 0z p o_ LU Z a f ~ (n Y w Z:c u z 8 0 z ENO O Z O Z Z =0,WZ 2J Q otW 0 u- 8 o L— W J F�zO 0 Z z o 'a N \j /'r V' W z �w C T� � 5 a Z M 0 U _ z �¢ -Lu oo J sm se O rr UKma oQOQ W Waa uJ W<z Q V- a Z oogw W LL P ZC,w �-1 In a LU W <,W� Qzo oaz " � <C Z Z aQz tu—Z J °° OLu o g = ¢ z ,--I a to SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 SHEET NO. 3.1 T C) M 011 C a EXTENDED OVERHANG TO BE CENTERED — ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - B1 I SCALE: 1 /4"=V-0" clm �I 0 P�I �0I cV N �IJ m 14'-0" RIDGE VENT o, 1" x 9" SMOOTH 0 12 TEXTURED o _ �5 T-0" RIDGE VENT FREEZE BAND 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ---------- °O 1'-Off 1'-01f HDR HGT. O c 1'-0" — — — — — — — — — — — — — — — — — — — — — — — — E TEXTURED CEMENTICIOUS 2'-0" FINISH ON C.M.U. - TEXTURED C:) o 10 (TYP) CEMENTICIOUS 00 00 c FINISH ON C.M.U. (TYP. ) J C, i F.FL. ----------- ----------------- U I +3" SMOOTH TEXTURED i BANDCl- 00 LEFT ELEVATION - 131 SCALE: 1 /4"=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two 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 SQ. IN, OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. 0M 0 Q J M V) UI v, a--+ „ U �U — O 1-1 E (� 0 M`/—� o m C, V W E: r O '— t� N M N -0O co 6 O CV s C)Cn L LL 0 �Y� o CD Q rn Lo rn Q o A ®• N C & D C cli M W � N•rn s.enO LL S a10 ® pf� N J LLyy.�/ 11fW' _8J) Z� .� C To the best of the t/*peer`s4drbv&UPih orm��tt,, , and belief, the structural pfdytj,opd speciflcatioin within these drawings complfyFty t1is��Torida Building Code - Residential Gth E i ion. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 O z0 O N �r>-IUP) MO M Q V) f0 L1) 0 z Q LL CL M tY V Q 00 Q \J E z § Z J � d' OZ JO wn zaa �a z w z o O o O 0 K WH F_ Qo�w Wow o W U o i ^, J LLJ w zZ 0 W Q U Z z w C) z IM C/) 3 O J LLJ X ..�_...;F:. U �ac,a fV gao¢ u J Z Q Q cl�'I-� nu Z N °_ �� W C), ate' LU Q Z V)o Z o U .i5~ N �WZ Z oz �� O 2 z rn T-4 a t✓) SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO, 10 0 SHEET NO. 3.2 3 v c v v v rn 0 0 n n CD M C CV 1 J rn N v rn 0 O J CO CV N I L a� -,o i 3 t, 00 N 0 o- E t° E O 2 c J a� [% E2 O U r�3 -1 U I y rt+ N .o 00 ` Y 0 2 1" N - - r- M N f2" N 00 VARIES *NOTE: FOAM TO BE USEDONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES BUILT W/ STUCCO. EDGE OF OPENING 2" �2 - ^ N b `' N - _IN M 32" 11" 32' 1" 1" 1 8 1" 1" RADIUS 3 1/2" RADIUS 1/2" 3/4" RADIUS 4 1/2" RADIUS 1" 4" 21., z 12 1 1/2" RADIUS 2 1/2" RADIUS CAP RADIUS 1'-54" VARIES VARIES VARIES VARIES BASE = - M �� _ " SIN rTN in CAP N C° 1 1 1 " 1 p, 1 „ Q0 N BASE 4" 1" 34 4" nil T MTv 1" 1" 4' � 2 MIV N 5V .-�I� 0() SIN 3" T 3„ 3" 4 4 _ ll) it VARIES 12" 2" z' • yam. 1_4 r� 12' co 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY �* COMMUNITY SPECS. IF NOT, 1" DETAIL TO BED BUILT W/ STUCCO.ZoE VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2" 8" 2" 1'-6" - 0 iv cn > 1-1/2" THICK cn 1-1/2" THICK 2i 4 _ 17 NV81 4" L 2 4" 101, � 2 4 3 iN 10" 6" b� 1 T 6" 2" 2 N io SIN Ci rM IN -- 24' 00 4" 1" 2' coLU Q 1-1/2" THICK • 2'-4" 1,� 3„ 12' Q� • - 'r �` N 22' a ae 32" , �M TM 5z' 1'-5" 5' 51 4 I 3„ �a Q 2 4q" • VARIES VARIES VARIES VARIES 4" 8„ �- "2- 3z KEYSTONE F11 a OPTIONAL ' 4" GARAGE DR. OPENING z eo -KEYSTONE F11 OPTIONAL 3n ,3„ 4' 3 4 4" WINDOW OPENING • NOTE: INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 6" 4" CV 7-1 N co R44rr z • VARIESMEN 2" 00 CV 1" 1J 1 " o 00 O Cl) M :- O _ NOTE: • FIN. SMOOTH • FOAM/ 3'-8" 4" 3'-0" 101, 1-4- TO HAVE TRADITIONAL LOOK & FINISH EPS MATERIAL IS ACCEPTED 4" 101, 14, 1 "64 14 b Q0 N <V 12' " 5346 2'_1" 2" 5-' 6 7_ • - N N N N� 1" •-M 12„ GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) ACRYLIC SAND FINISH Irml �f zM — o z�z V) (D Q) u� w C) w O ~ E o 0 U M M I-- E — U R :O M O _ p .- U- M U rn a �"d CMM u,av- Q O NC. IiDC O � N N_ N N O o rn p E-.,O N M o CO Z O ZF.��� A/ u. LLz 1i N W n N W W W � � O a n rn N o Z LL m m W aNaM o O U U H ❑❑ 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 NN z v � `� U-) Q z M QU-) 'f0 Lf) fl. Q V flc„ 00 C z��" LLJO~ W JC:) OZ �o W0 Za Qf U, UZOO -U zWwQ i$�w J 0� 2:J O ~Oa Oul L 1 V 1 1 I. LI Q MZO� N �z zO Z > W v3 g - 0 0 a U = Cr ^ L� J ww Lu O�Z J /\ W w UR ma N g 0a �az3 z N :01~ 08 w i7 W 8 L1J C G O z v N Q Z �gl`- w z 4# N z �jj O g J Z ¢ z 0 06 = r) ,--i a Ln SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO' 10 SHEET NO, F1 t>D m 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 I DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FETW.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 200A INDOOR PANEL CENTER 10 1114 copperto lights & outlets NEMA 00 AMP 1 2(HI A 01 p12 copper to 20 amp ckts 10 #10-2 copper to WH 10 #10-3 copper to Dryer METER MAIN O 210 or 4/0 SER Alu 200 amp IF 150 amp POWER CO. FEED----._ INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground 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. WP DISC. GFI H. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn 171= comnc it PUSHBUTTON SWITCH (OPTIONAL) 1.o I 0 E SD SMOKE DETECTOR .___ j W H VERIFY LOCATION _ o CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) GFI — — — — — -----J ELECTRICAL PANEL db y TELEPHONE (OPTIONAL)P�7 L` TELEVISION (OPTIONAL) © RECEPT. VERIFY METER o FOR ALARM E! T©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. SYSTEM LOCATION WITH BUILDER � ,I O THERMOSTAT MM ELECTRIC METER 0 ELECTRIC PANEL w �a i DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4rr=1 r-0rr FMI M 0 CD cnn, t� 'w Q �V — O LU E m U � M M W ~ E — 8 C to CO C N O o 0 _ r LL � Sao Iv 0 Q m u7 a C5 BD Nc N 2 Z 4 Z z OD MCP tA Z. �I— owl LL z W=LLo W V ¢ .Q as z z O -acorn � Z U1 E LL m m W Q Q�w —' o b U 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. 0 0 Z N O a� n .+-' O u>�+(nMO M U) Lr) Q V _C) Z Q U_ (j rB C- 00 Q u Z IU WJ � d' oZ Z a Z� �F Z w C Y ICL� Z OU °U U �1J LJ� IZI--UZ s 0 Lu Q 0�u-8 C) "F�o L ° in zZ �CZ, >/ w g LL a MJ LU 0 Ou _ O �� Q ILL >2 ° ° Z Y7 0 J +�' ara U 0 Q w O v a m a r°aa0a I� wiz¢ �aa Q Z oafs Z W Lf) w <�'� J r-q Lij Z to o Z o U 2� N Q Z ZZ N oo Z g Uj = J ° " w ,--I a LO SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 10 O SHEET NO. 4.0 D2 00 ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (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: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN`* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. Lo cD 7._ M Q J 0W cn 4---J w ro M U — W LU fO�1 p m 04 a V 1..1..1 ,— E — 8 N M N -0f6 M 0 O N U w LL 0000 Y N flo u7 O sr <C rn M— o AlY�O ®BID • Vu cz,'/! ��•R .MKT Ci Z P 11 a N ILI U ka To the best of the Engin °stt� owledge; info(an4,F(, and belief, the structural plans andFFWg4,VvigP!ibW&dAtalned within these drawings comply with th'a"f817 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 rV t\ O .N z > UP) roO M Q U-) fU L.f) a Ln •L �t- (5 HL- LL Ln C L U p. a OC) � z ra W 110 0, O w � z <a f w¢ir� UzUO0 ZU z < J �Ore �W t Y O L ZZ Z O zz z r J -0 C:< z o O = M Q. J LL. w o� Q o t2 I- J 0 X 0 w 0 N cr z<°< �a?a a d- S��o z Z Ln6i wDwo a w ° LU J T.L ¢ z cnozO U LU¢8 ce z N Z m O N 00 z g = z 0 w T-r a to SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSIQ VERSION No' 10 O SHEET NO. 5.0 c a� -v 0 n tD M N 00 i m sf- z v x 0 0 J N CN N � I Q 00 00 0 N Y O 5`4' 1 r-95rr T-28rr 5'-0° 5'-0" 5'-10" A H.B. TYP @ 1 STORY S3 U.N.O. -10" 1. 6'-0" T-10" 1. 2'-10 j" L. 5-1 0� o \ 16'-0" 2r 94rr 6' 10" . ' I i I { } ; ■ C1 .. \ II 01 E o -3 1 /2" \ \ \ SINKDISP I i } } gg I S3 - - - € \�\ ��-------- 1 :: o i D.W. 1Il I \ \ lli �M A - S3 o ri, (_ _ _ I CHASE TO ISLAND ' ' —lam -- =__ ° } TYP @ 1 _--- _------- -L .. - I 1 - - - - - - STORY U.N.O. STEPS AS REQUIRED PROVIDE 1 �" RECESS \ \ CJ - - - - - - - - - - ` - CJ OPT.: ; -}- e� c r FOR SGD. REFER TO \ \T KITCHEN ISLAND REF. , , ::: ' ; ' T. ..'. cJ I ■ .'.' ' : :: ' :: 10'-104" PER FIELD MASON'S SLOPE FOR \ LOW WALLS ; o CONQITJONS I .:::.':.'. I : WIDTH \I\� ... ; •12'-10" Co \ INDICATES FILLED CELL w/ 3000 PSI . _ ....... ... , CONC. GROUT FROM FT. TO BEAM I \ \ HVAC CHASE ......::.:: t W/ (1) #5 REBAR VERT ABOVE SLAB \ \ BASED ON 0'-0" TOP OF CONC.1 PAVER T BE 4" ::.::::. : ■ ■ ■ ■ 4'-0" 4' 4" 4'-6" TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED \ 0. \ W/ 25" EXT. ABOVE SLAB "GRADE 40 \�` \ PROVIDE O x 9" ` SLOPE STEEL" I \ ` I RECESS FOR FRT. POOR M \ \\ r n , u r n \ \ 2 -6 x2 -6 X 1-0 _4 S3 25'-10 2g" \ \ 9'-512s" W/ (3) #5 E.W. 5'-01, in 00 00 f CJ CJ \ . LA -CC \ T TYP @ 1 STORY S3 cc S3 0 U.N.O. _ S3 (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I TC% AHU I VERTICALS w/ in ' N :: FILLED CELL W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0" 0 00 G W/ (3) #5 E.W. S31 ET. PT. ; -31/2" I SLOPE 110 5-3" 1'-10" 3'-6" I O 1 N T CM N ■ CJ �J CJ o v I I ::. : + i 3-1/2" MIN 3000 PSI CONC. a" 6'-5" T-2" SLAB FOR HERNANDO COUNTY ONLY J 00 K 3-1/2" MIN 2500 PSI CONIC _ S3 SLAB OVER 6 MIL VISQUEEN I c"r� VAPOR BARRIER N 35`-4" '- 20'-6" BUILDER TO I I I PROVIDE I (2) #5 REBAR 0-0" APPLIANCE VERTICALS i 4'-0' 12'-1" O PROTECTION FILLED CELL °Q W.H. WHEN REQUIRED :.:...........9--N_:............................. ■ ■ ■ ■ .; ■ ■ ■ ■ ■ ■ q H.B. S3 TYP @ 1 STORY 5" 2" U.N.O." 5rr 5 -70 6'-4a r.-no • a,_n•' a._n�• a•_n�� Pit)" 5'-2o 7'-1a FOUNDATIO N PLAN. SCALE: %4"=1 '-0" 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 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN a F--- UJ Uj Z J CONTROL JOINT DETAIL SCALE:1 1/2"=1'-T • ,r��" •:;: ,•" #5 CONT REINF. SEE ,••� FND. FOR QUANTITY ,Y' ,'• #5 X 25" X 25" CORNER • •' BAR ONE FOR EA. HORIZ. REBAR, TYP. •, .... U.N.O. ., •; ' ' *"Alternate: • The reinf. bars shall be ;Y• • fir• • �r• .�r•:� �;,:� �r cont. around corner by cold bending the bar w/ min, bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" 63 CD f CM 0 o j � V V) CD D. }—� W .v O W �m E i1 o 0 C.i W ~ E N M G CU M L C N 0 a r Uj CST, o t LL 00 -noo I d MI Q O) u7 O d' Q O �3 N o ao t.i- Z J.� a a � o LLZ�.��' ' LU �F U �f To the best of the Engineer Wledge, hfdrmatio belief, the structural plans and Sfpe/t�t�'�¢¢rr�� pp{{t�� within these drawings comply with the 'fJ� �f tta 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 ON Z o�� t> rt) rr) Q It r N U- Q Z `n Icy— V tZ 00 Q E \ § 1 W z J � d' oz �o za r~ z0 wZ-- 00. W J ZU �oZZ OL �2FL4 ,--� z O ya0. a=u_o U, , o L !�F V N Z Z a)Q QO Z w g� Z �C G 0 � O J o = fu O O �So !- xry J w006 O g 0 t w�Z¢ Q 1<1 oWZ0 Z W°*o a w W Ln tit a �� F w o � � Q LuPa l0 N CT Q Z Z �t-o <g�Z PyN y� Tt m N Z Lu Un Z � o ` 00 g = W SCALE : AS NOTED DATE : 3/7/2018 TECH: .IMUROSKI VERSION N0. 10 0 SHEET NO. 6.0 A A A q (2) A (2) (2)71 c a> x n 0 NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS N N 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. m BEARING U.N.O. rn Z rY O)Cn O 0 cD N N I A A S3 (2) A (2) 3 Q N O d E FT W E O S 0 0 c c M U i U N •O CL 0 N n ROOF FRAMING PLAN N SCALE: %4"=V-0" q Q a.ry D n (� w � D D D D cD D D D m m Q D D D D : D � D rn D o0 � w N � w CJ1 CJ3A CJ3 CJ5B EJ5 D EJ7B EJ5 EJ5 :::: r 7 EJ7B ✓s . .: ':.'. •CJ•3' � • D1 .... ..... .......... ..... ...... ..... ..... .. � EJ7A ... ..... ..... ... .. . � EJ7A I EJ51 � (2 CJ31 I EJ7A- n ` EJ7A J G1 EJ7A : EJ7 EJ7A EJ7A EJ7 EJ7 EJ7 0(2) : EJ7 EJ7 EJ7 q EJ7 I S3 •• EJ7 EJ7 CJ5 CJ5 CJ3 •• � CJ3 � n ` W •• n I W CJ1 CJ1 1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 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. AI 810dx1-112 HTT4 2715 5I8" ANCH.120 10dx1-112 J HTTS 4350 3740 5/8" ANCH. 126 10dx1-1/2" HTTS 3225 5l8" ANCH. /(28)10dx1-1/2 K HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L B * 4505 3785 5/8" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005l915 ** 8 - 10d x 3" JUS26 1115l1060** — 8 - 10d P 2 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" C! HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1!2" HUS28 257014345 — 30d -16d x 3-1/2" R MTS 12 1000 860 14 - 10d x 1 1/2" MTW 12 1195 1005 14-10d x 1-1 /2" S MTS16 1000 860 14 - 10d x 1 1!2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U 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 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 cD r zo — ¢o � Q Q J U) 00 v v 2 rn CD J Co CV N Q 00 LZ R rn 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 5-112" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load Applied horizontal load / . O Safe vertical load + Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F44 1B/1T8F40113/1T 8RF400B/1T 81`321B/1T FORM do GROUT SOUD _N Q O r W �U 0 #5 BAR CONT. 8F12-1 B/1T O "V" LINTEL DETAIL SCALE = N.T.S. I i TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 81-16— B/1T U a 00 US tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT MATERIALS c precas lntels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60, Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S MIN. .(1)REAT BAR OP (1) REQ'D U2 CLEAR ALTERNATE POWERS STEEL LINTEL ° d O d � d 4 .M.U. #5 REBAR AT TOP ° Q o d` d a MIN. (i) REO'D 1-1/2" CLEAR ° c GROUT �o o C.M.U. 5 REBAR AT = to w - a BOTTOM OF i v� z W a -UFO oLINTEL '-*-BOTTOM CAVITY r~» 1 \ X U o Z a REINFORCING 4 t (7 m Z 7-5/8"ACTUAL PROVIDED IN LINTEL Z p w n ¢ � b 3:, D D �, #5 REBAR AT BOTTO 'NOMINAL WIDTH (VARIES) U)) in IX a <,1o11 Qo AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O O ANN 9 :34M "AWL SCALE: %4"=1'-0" � r z M 0 — o � ca <C J U) z V) cr0 w �V — OLU r" o 0 U F_— U O M O O Np !_ .0 Li- 0 Q c3 Lv x <C CD O Q CL rn Q o N C B D C O i IrTic• v 5 \ i � �• r. � T�1 �0 o m o LIL � ki o p" r To the best of the`�-1'-.igine t' k}t??owledge, inforrp2" ann'& belief, the structurafpjans a dl 4?f'¢atd qqs h-taingt� within these drawings �4pty with`ihe'2b17 Flor Building Code - Residential 6Vy'p;IK'Qo,� .F*ng signature and seal is only for tHe�#tixUi}uYdahen meering portions of the drawing pages bearing Engineer's signature and seal. Q z� 0 Q+ O C) r>.-r U-) M M Q U 'p 1n a Ul) a a) 0 LA LL CLfu M Q V a 00 \J fu LU WZ J 0 OZ iCO a m za Z �a F- w¢�� UZO0 ZLu wX -�2Q WO � o�L� J l�l UFO L �— O ZZ O Z LL T a Z Ln z o C ¢ o Z a cu °- w o 0, o ° J � X �85 J O¢OQ wok Paz¢ Q g��o Z Z r�-I aft w LU J L0 �{ a Z � < W ♦� Z OU UJ18 ! Z 11�0 N k N Z Z Z o g LU -V) aLu 00 SCALE : AS NOTED DATE : 3/7/2018 TECH: )MUROSKI VERSION NO' 10 O SHEET NO. 8.0 L c a� 0 rn N m rn c a� O O J N M C-4 tz Q 00 0 x a r7 00 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED . MAN C TED TO REPLACE CCA-C MANY OF THE NEW 0 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1014 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3, ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FBC-R), FLORIDA BUILDING CODE (FBC) 6th ed. (2017) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE 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 ed. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 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 L/240 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 A615I A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 y„ GROUT FILLED MASONRY: /„ 4. 1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4. 2. 1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-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) : 3 1/2" 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 W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE, SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4. 4, 10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R703.7 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc= 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED; QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includin all risers and whin spray heads shall not be installed 1'-0" of the building side wall. 4. FBC-R R318.7- To provide for in pection for termite infestation, between wall covering and final earth gra�e shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of trapps, forms etc., shall be made with permanent metal or plastic forms. Permanent must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpour and mortar along the foundation perimeter must be removed be ore exterior soil treatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FBC-R R318.1 - All buildings are required to have pre -construction treatment. 13. FBC-R R318.1 - A certificate of compliance must be issued to the building department by a licensed control company before a certificate of occupancy will be issued. pest The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE-- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN T-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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. IN91114 S TO BE Y R ALL HEADERS, BEAMS, ETC ARE P #2 O BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. to (D V zM -o z� Q z Cnn' Ur W csa -I� Uw . `V - TM 0 Lu E G V)o 0 °J M W C" n, M mink~ O 0, - U dj L u- 00 N j ¢ rn rn o A hicZB.n B DPV � yco VVCA_ CN N bkD u �.U, r�� o.0 ... ©,� F _ P0 4- LLJ LU LWC' N Q hh n� ay.. r� To the best of th �JJgin ee,3 nR,wle���B8Pggtl lkdf ti rid belief, the structu ratans and 9eC�ititsag s co tad within these drawings'cdyllyy'pwith the 20 7RRPSi[c}a Building Code -Residential 64p 9i tEb�ir$e�er's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O 2 n >U.Mo M p V) N Z O LL d U a '-I Q ­ Z § Z co W J � d- J oZ o zaa f¢ WayCOL UZO0 zwW0�Q U Z Z �u0Lo 1� o � W O0Z Zz >o I- f z 1� O J a Z C M ^� QCC o OZD V �. U � 8 u- o Z ' O ¢(YJQ�Q d ce a N Cn ZWa� Q ¢aa< Z u CO, eyu_ LU �--I L , W W a u_ ¢ ); o HZ Q __1J l di LE in O Z U U N Q Z ,a8 ¢wz Z Z rW as ¢Z o g LU � SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 10 SHEET NO. SN CORNER OF HOME GARAGE SIDE rn n 0 J _ M - N 0 w �= ]C 0 J 10'-0" TANK -LESS W/H H C G O O O 5'-011 C STUB -OUT FOR 1 �_��� o 0 0 GAS METER O o LO O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. F-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING c-), w m ROOF DIAPHRAGM NAILING SCHEDULE + + + + + + + + + + + + + + + + + + + + + + + + + + + 4 + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +ia + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'4" + 6'-0" + + + +++ + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + (p + + + + + + + + + + + +. + + ++ +++ ++++++++ + 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap ° f FILL CELL STD. 90° HOOK BOND BEAM rn w STD. 90° CONT. #5 7 BOR T. #5 I HOOK ��� BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" } Small gap 2" min. max. � 4 max. Q Clinch nails when possible 1) Support back of web during nailing to prevent damage to web flange connection. 2) Block solid between joists for full length of span. Tight fit ----F 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails required web stiffener 4" max. required when indicated or 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%" 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 floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. Squash block / (2x4 minimum) / Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES —t DO NOT cut, notch or drill flanges Boise Joist Blocking I Ica 3" 110dl nails at R" n_r. u'/ Provide adequate bearing for each lapped joist. Odnails SECTION a@ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) 11 higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 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 Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — cc mm t 6,A 1Y" ROUND HOLE MAY 6 6� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" 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" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER, 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. A Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000s® 9-112" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BCI6500s0 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 BCI90P 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMRSC w/(22)' NAILS T 5/81 THRU BOLT SIMPSC w/ (22) NAILS T R TRUSS 'OP PLATE I.0 TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION NIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM—� SEE PLAN FOR °• a . • ; . FOUNDATION INFO ° d' STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7.1 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN 1 A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. 16 LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" ° REQUIRED) NAILS UPLIFT = 1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS / HTS INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE .d a. c d d: d � ' • TTi—T- �-- SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0"— CENETERED @ PIPE PENETRATION a d . Ir-PVC OR SCH40 SLEEVE PLUMBING U G LINE d L_ A. ad d d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4' _0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d a' d AO' ° G d da 4 I II—Ilr a l=III=1II- a a SEE FND. PLN. SIZE & REINF. zM 0 < n Q) a--+ LU (13 o )V — 0 (]Ln w E2 ~ E t / i� ) o r- CN U 6 LJ r-E N M C t6 Cl) Lu O o N C)0'--- -CU_00 Y <C rn 0 an V7 O :!J CL M < 0 B ® N� f�PHI s cc ,�o • U) 3 Z Z� LL r �4 �Q ojf In 1 -, °tO W _' _ 1 Lu QEvOn E li N` F r t o .d r� 1�V Q� _ To the best of the<ngine rjt*lWowledge, inforr fd'en, belief, the structura'f<:{' s ah�4p"2cifigabiQ�s,p•4iiaineda� tc$tI within these drawings ty, with Ly°2 17 Flo+�, 4\" Building Code -Residential BFh",di4gp. .,Ftrugil' signature and seal is only for th'e §trL'ckiti Bar�engineering portions of the drawing pages bearing Engineer's signature and seal. 0 O Z N O a) N >��o M 41 QU-)'fU� iZ •L aLLLn CL H oC U a '-� Q ru Z W~ J� d" 0, Lu Z,< Z� w¢2!-x vZOp ZWW UZ 2: T� w0� o� � d" cn W o Z � I— <Z 0 M 1 Q o O T CIDou- L.J.. w a Q0Q Lu Z Z 2o o9 E 0 J r-1 UJ 6i Z u- o S < 110 �{ T 0*1 fV Z a j z V) Z m O 00 � 2 ¢ z ,--t a to SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 10 SHEET NO. SN 1 00 i i 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ 5/8"OR 1/2" HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ (2)16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH TOP PLATE S.P.F. DOUBLE (10)10d NAILS WHEN TRUSS ALIGNED WITH 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE STUD BELOW 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL STUDS 16" O.C. U.N.O. ) @ SIMPSON SP2 w/ 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID (12)10d NAILS U.N.O. 2x #2 SPF STUDS HGT. FOR WALL HGT. <_ 8'-6". (2) 112" CDX PLYWOOD OR 7116" O.S.B. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 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 FITS (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. �r 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN EDGES, ND @ BOUNDARIES,2" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS @ 6" MAX FROM END OF 2 x PLATE E 5/8"° x 10" "J" BOLT @ 24" O.C. W/ (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" N 6 x 6 W1.4 x WR *- CHAIRS (TYP.) `'' T " 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF PITCH > 4:12 WWF OR FIBERMESH ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR 1� x6W1.4xW1.4 6x6W1.4xW1.4 D ..41 ° (2) LAYERS TYPE I OR TYPE II ° ° ° ° A.F.F. �� @24 O.C.} 2 � WWF FIBE F OR FIBERMESH 2rr • WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. _ _ - =I I I=1 I 111=1 m D ' I I �� L (I f I� I - -- , - r I I I I -I I I { I I I I I �-L • i= I I=1 I I=1 D I =11 �_ III=1 ° a a ° ° a ° ° ° d ° ° a ELEV.-0'-31/2" z a ° a ° ° ° ° 4 - - ° -.. ° °"'FCC) A.F.F.Af.REQUIREMENTS 31/2"MIN. ° (, 31/2" MIN. , ' o SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. 1- --I I - _ '' _ - _ (' i -11 &) I I I �I _ -III-III-III=1 I II I I I -III- I_��� I I I �I I III=11 11=1 ° a ° ° a 2x4 CONT. a ° ° a �L- ° ° a a N b o - I-) I=I� (^ 3 1/2"(min.}- 4" - - - - D o ° �• =1 - I f-I I-� __ ° I I 1=I I I=lI= 1/2"(min.)- 4" - - - - ' o �. = WII�I I- 12 HURRICANE ANCHOR @ EACH -I -III=� =I I �- I I-III=II-I I I=I I I=I I I I " I° ° a a ° ° ° ° a GARAGE DEPTH VARIES ° ., _ 31/2 (min. - 4 I I I � - 111 111-11 I- I I -_ I IIII - I 31/2 (min.) - 4 = I I=) (f - --II III= I - I I -I I ZITY7P.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ ,- _ 8 - ° ° ° _ _ I =III f I �-I I1=1 I f III=III I I' '' I- =1 =111, =. 11- I I=IIIWIWI !8� METAL PL. UNDER EA. TRUSS ° ° g -1 I I=1 I hi I I=I I =1LI= _ I I II -I I==' MOISTURE BARRIER (2) #5 CONT. 4"-1111'-411 8" (2)#5CONT. "MIN• TYPICAL INTERIOR BEARINGK"B� U.N.O. INSUL ION LE SHINGLE ROOFU.N.O. 7/16"O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP MIN. TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL aC� STEPrcC NAILING SCHEDULE ON SHT. SCALE: 3/4 -1 0 SEE TYP. WALL SECTION "= '- " S3 SCALE: 3/4'-1 0 S3 "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB _ INFORMATION. 5/8" OR 1/2" HIGH-­-__' IGH CEILING ALUMINUM DRIP STRENGTH EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA \12"N.O• 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING Qcs' c \Eos�cUa W/A HABITABLE ROOM 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. UM SCREWS 7" O.C. SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. 10 ��N��O�S (1) ROW 2x BLOCKING @MID HGT. CEILING 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING/ °� 2x STUDS @ 16" O/C coN��N FOR WALL HGT. <_ 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1 x P.T. STUD " THIRD POINTS ULATION PER CHART ON FLOOR PLAN SEOE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT PLAN - #5 VERT. IN FILLED CELL 7/8 STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL SEE CClS3 OR N G/S3 FOR ANCHOR LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SPi w! SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" 3RD LAYER 1/8' THICK. K.O. BLOCK (10)10d NAILS (IF NO UP LIFT ON @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR WALL SEE GG/S3) 518" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ IMPSON SP1 w/ (10)10d NAILS @ EA. STUD (6)1/4"x31/4" TAPCONS SIMPSON SP1 SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR0" 2X P.T.PTPLATE MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR •� BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 _ w/ (10)10d NAILS - 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR � END OF 2" x PLATE WWF OR FIBERMESHC14 r ARCHITECTURAL FINISH TYP. ASSUMED FINISHED PER MANUF. o #3 OR #4 REINFORCING BAR w ix2 PT WD FURRING @ 24" O.C. ' ' GRADE iv� D D ' z r ' #3 $t #4 LAP SPLICE GRADE40 MIN. Fy= 40ksi [GRADE 60 MIN. Fy= 60ksi] -i I I=I I -III m p 1 -III=1 11-III_ o 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL ° ? FOOTING MONO SHOWN ° 1 ° FINISH GRADE M - - - a D 1=)11= I a 25" MIN. LAP [30"MIN. LAP] Q III -I I I I -I III I I=1 I i=lli- '111= ° U.N.O. FOUNDATION PLAN p D °� o FOR CLARITY ° D ao ° - oo 6 MIL VAPOR BARRIER i 1 n. ° I I -{ 1 -II=_ - T I- I III=III=I W R 1 7/8" `� - - _ - -1 1= I I=III=III=III I=III I I=IIf-� -III FOR LOCATIONS 1 x4 P.T. BASE NAILER 4"x4" INSPECTION o p o-III-I I-III-1-1 ° III-) III=1 I I III -III= z �° -_ - - - - I III=1 I I-1 I I=1 I l-1 I I-1 I� =: I I I -III -I I i-I I r{ I I- N z I �- I I . IT121I=T=1=1 #5 REINFORCING BAR #5 LAP SPLICE .III==III-`I I III I I I I- (2) #5 CONT. -III-III, ; ,l I J, , , I I-1! I, , , I_ 31/4" BASEBOARD PORT AT EACH NOTE: g ° III-III-III=III III -III= N FOR BEARING WALL -III= - I COMP. SOIL. (COMPACTED TO I D ° ' I -I I I=III=III=1i- ITT-0 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP.) } 8" 1'-4." 8" FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB = -III=III- _ _ _ _ _ - _ _ - W/ UPLIFT ONLY -_ _ I 95%MODIFIED PROCTOR ASTM �- I I-III=I I I=I I I I= T= .11 I- , 10" c� AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn 1= I= I- = I=III=III=1 = I I=1 I -I = =III= = -III-III-1 1-111=I E 1 I =I -) I -III I (=1 I I- 1 I=1 1- D1557) � 1III, ,1�-� , �IIII III 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR -I -'- I_ITiIl-i I-1 i=11 �. #6 LAP SPICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLAB W/6X6 aw NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING rE REBAR DETAILS rF WALL W/ UPLIFT rG w1.4Xw1.4 WWF 0R - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. b . , ° M -T- I r ° y D I I, co 6 x 6 W1.4 x W1.4 SEE PLAN VARIES 1 1i2" RECESS FOR 6 x 6 W1.4 x W1.4 D - I 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF OSS LAN S.G.D. (U.N.O.) WWF OR FIBERMESH N T 6 MIL VAPOR_ D I = z �- min.) 4" 10d NAILS TO TRUSS TOP CHORD FOR M BARRIER , p 4 D T o a ° v GRADE AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO _ a COMP. SOIL. �T - - - - - - °° _ - - - - - - - - - -1 TOP OF BEAM &LAYOUT DESIGN a a _ T�i (COMPACTED TO 95% - T �I=T_ I= MODIFIED PROCTOR V ASTM D1557 - _ _ _ _ a i I -I i I -I i I i I -I _ - _ _ - _ -(1) #5 REBAR w/ OPT. - ' 1- - - S E N ENCLOSURE =III„�I I I, 1= 1= I =11 I I F y� i 'I I- I I I WI11 SEE ROOF PLAN FOR STRUCTURAL BEAM SIZE & .-. a e -- _ - - - _ �_ - a : a d E _ h=IIL=III=III=1I I I I =-- I- I I I- „ 3 MIN. CLR. I II I II , . r I a 1 Ill_ IL 2x4 P.T. CONNECTION INFO a a M (2) #5 REBAR CONT, 41 I i- . -1 1 ON 3" CHAIRS TYP. 4" 1'_4" STD. 90 HOOK (SEE MIN. PLATE 'n6" 1 1 I I -I U.N.O. DETAIL) O.S.B. 1 2x4 #2 SYP P.T. FRAMING w/ TYPICAL WALL SECTION q TYPICAL THICKENED SLAB EDGE L L�aA,ESLO I MIN 7116" O.S.B. SHEATHING z ATTACHED PER NAILING SEE A/S3/J/Ss fi-41i 8" FOR REINF. INFO. SCALE: 3!4" =1'-0" 53 SCALE: s+3 COLUMN LOCATION w SCHEDULE a OPTION # 1 1/2" GYP. BD. a > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > J SLAB INFORMATION. 2" HOLD GYP. BD. �_ LU SEE FLOOR PLAN FOR rM 1/2" FROM SLAB _ CONT. BEAD SEALANT LU STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SLAB STEP & RECESS S.G.D. OPT: DEPRESS SLAB 5Y2" SCALE: 3/4"=1'-0" S3 DEEP AND 6" BEYOND ¢ DOOR TO RECEIVE BLOCK WALL BEYOND BLOCK WALL BEYOND a INTERIOR 2X STUDS @ 24" O.C. U.N.O. °° SECURE 2x4 P.T. BTM. PLATE WALL AND PAVERS / DRIVEWAY EXPANSION JOINT ° ° ° 31/2 SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" CONCRETE SLAB 14 13 GARAGE COLUMN TO PORCH SILLASONRY O.C.00 PAD FOOTING O.H.D. RECESS z PAVERS O.H.D. RECESS E ATTACHMENTS & 18/D1 „ CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM ATTACHMENTS TRIM PER PLAN 8" MASONRY WALL EXTEND FILL CELLS + " @ EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART SQUARE CMU BLOCK BASE, TO FOUNDATION PAD4. d MAT REINFORCING. ' . CONT. FOOTING STEEL r •. ` r, .:• y _ PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT SIZE VARIS PER PLAN w/ MIN. (2) #5 VERTICALS M - 9 a -I I �I I �I I .: e 4,r = -1T 1= . d , :a _ _ - ";+ - TENSION 120#) CONCRETE SLAB y ao 2 GRADE- - a a 11 -, ILWI _III=II : �• : (I oo E = 6 x 6 W1.4 x W1.4 c_�L c, FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) c7LU - ___ - a - - - I I ° 1 I=I I '... ., ':�' II '.; •. - c �° T WWF OR FIBERMESH r M Z Is- w = °• 1-I I I -I III -I I -III- w -1 II •~: I I i � = I..19=11F_,_t' '° ° o w = a=, Z ) I _ -aBRICK PAVERS or SLAB PER O o =1-I __ a SEE A/S3 OR JIS6MTIII I 1 1 i,III-Ti!.:I .1 . •'N-- I- SEE A/S3 OR J/S6 I I I I (, I III- 11 j 1 ~ 11 j 0 -0 FIN. FLR. COMMUNITY SPECS LL � - - ° ° a - -_ - M ct - -_ -_ - - - < > 6 MIL VAPOR -- i' =I I= = {= Ih� _ - - - I =III- - = I =1 = = - W I I III- I= (= = III- 1= FOOTING -1 FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE= BARRIER = - -III= - I �- I -I I -III -III III I -III-III- BEYOND 1' 4" (1 STORY) ! V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) ..:. " ' ' ' ,I PAD REINFORCEMENT -� 1=1 1= I-" 3 MIN. CLEARANCE " 1' 8" 2 STOR ( ) 1'-8" 2 ST RY ( ) 4" 4" ..y :y :� SEE FOUNDATION :.' �. (SEE SCHEDULE) FOOTING WIDTH . CONC. PAD INFO, SEE SCHEDULE GARAGE DOOR SLAB RECESS J.1 GARAGE DOOR SLAB RECESS K�j INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FLAMING CD12 PATIO COLUMN FTG. DETAILrN SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE:3/4"='•-°° 111'jSCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. �Q 0E3 V ) cl 4--J LU .O Lu E CN = '- a 0 m � C)N LU ~ Ep - U M C t0 M C N O O C, °j fyU L LL CO O Lo � < rno a o Al I N C B D C �v La 5�ype 55 ♦/\ Ofxrj+9S<ktg' � N O ONO ICA N w I.L9 To the best 6ffhe EngineePs; ndwi6dge,i^rmati6n, belief, the strt!gXal AV and' s3tcifitations�c���tainw, within these cirt s c�itrL llyµw,iYh h¢ 4fiip iflbr�d�k, Building Code - ReS enjtial 6th EEiitibr" ngine€514N, signature and seal 1s ohI f-L a structt,r� Bering portions of the drawing pages' ¢° "r g?sgltleer's signature and seal. C7 0 Z 0 I� t>+U)�0 M Q to 'CC Lr) cn Ln Q L_ U_ zre U 0- Q O § E WJ C) d' J 0z �o Z. 1a I- _J u¢O� gQ�o Z F_ W nu, �.Ro � 0 au-o J zz Q ¢v � r--I zz 5 z 06 43 � c: .0 � 0 o= U fu Q� o'>� Ox O V O mama Q Z a��o J W. a�oz r 4 LLJ Un o Z o N Q Z Z Sa~ �ulZ Q1 m � = Qo w SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 3.0 SHEET NO. S3 �np) SEE ELEV. SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING --� FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d C" NAILS AT EACH STUD 2x P.T. PLATE 1 5/8" x 10" "J" BOLT (a) 24" O/C MAX tr7 ��i9L:1i11811131&1:[k� N I 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. I AND FILLED SOLID W/GROUT 00 5 I 1 #5 VERT. IN CONC. FILLED CELL W/ (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 DOUBLE 2x TOP TONEAILS SPACED PLATE EVENLY HEADER FLUSH TO OUTSIDE OPTION 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 DETAILT'� SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID 7 FPOINT EVERY OTHER STUD W/ (3) 10d NAILS m STD. 90' HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. CD 'x rn 0 0 J co N N C a 00 N i v a w E 0 00 MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL N SCALE: N.T.S. 0 VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4"' DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. SL� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J Q d d d Q a 8 STD. 90 HOOK 8" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. J Q cc W O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET 01-01 11 GARAGE DOOR ROLLERGARAGE DOOR TRACK 01- CONNECTION ASSEMBLY ;.., GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d d e a d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 2x TOP PLATE 2x STUD @ 24" O.C. MAX. 2x P T PLATE - 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR ❑ WALL ❑ . ct DOOR OPENING DOOR OPENING EXTERIOR El ❑ WALL ❑ ❑ ❑ ❑ ❑ 1 ST 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" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --CL VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END WALL a a d ° DOOR STOP W a a U a ° MOLDING GARAGE 2-16d NAILS @ 24" O.C. OR 2DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. PROVIDE P.A.F. NAILS OR EQUAL @ 12" O.C. 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 SIMPSON SP2 w/ (12)10d {/ NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - _- SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O,C. MAX) w/ MIN. 4" EMBEDMENT L IN KO BLOCK AT EA. STUD MAIN SPAN ROOF TRUSS MOISTURE BARRIER UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL—` W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . ' 48., SPLICE STAGGERED \ t 1 Od @ 8" 0/C b/STw \ STAGGERED FROM BOT. uU ATTACH ALL - SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ 4) 16d TOENAILS TO TOP PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 F= 2240 LBS SIMPSON SIMPSON SIMPSON C sFF'ok N 2x CRIPPLES @ --� 16" O.C. W/ (2) 12d TOENAILS T/B SIMPSON SP4 w/ (6) 10d x 1 1/2" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) 10d NAILS @ 8" -� O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END SIMPSON V-4' (1) (2) (1) (2) (1)LSTA30 4'- 9' (2) (3) (2) (2) (1) LSTA30 9' -16' (3) (4) (2) (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER (2) 2x HEADER SEE PLAN • INTERIOR HEADER: S4 (1) 2x SILL PLATE W/ (2) 12d TOENAILS BOX HEADER . EXTERIOR HEADERS: ONLY (1) 2x SILL PLATE W/ (2) 12d TOENAILS • OPENING LARGER THAN 4 FT: (2) 2x SILL PLATE w/ SIMPSON LS30 w/ (6)10d x 1 1/2" EACH SIDE ' 2x STUDS TYP. 00 ; SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL Q SCALE: N.T.S. 1\ 14 SCALE: N.T.S. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° e ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) o ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° HDU2-SDS2.5 w/ (6)1/4" x 21/2" SDS (2215# SPF) ° ° • HDU4-SDS2.5 wl (10)1/4" x 21/2" SDS (3285# SPF) _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT o • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN, 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA. x 12" EPDXIED A.T.R, MIN, 8" EMBEDMENT w/ WASHER & NUT HTT / HDU TENSION TIE rN SCALE: NTS S4 SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 FF 2X TOP PLATE 2X STUDS @ 24" O.C. rri OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 40 d P.T. ATE a \-NAILED - TRANSOM FRAMING INTO TRANSOM FRAMING 10d NAILS @ 6" STAGGERED SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON SP1 RECESS SIMPSON SP4 SIMPSON SP4 J-BOLTS @ 24" O.C. MAX LINTEL 2X P.T. PLATE SIMPSON SIMPSON SP4 SP2 -NAILED INTO TRANSOM FRAMING SIMPSON Spi SIMPSON SIMPSON SP4 SP4 a 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. D C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 0 C 3OVE "OCKING 2) 16d TOE NAILS .A. BLOCKING '.X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED i8"X10" J-BOLTS 2'-0" O.C. dd_wiP►I;F& �/�i� , 10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. A N -PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY 5/8"X10" J BOLTS @ 24" O.C. • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRYrR SCALE: N.T.S. U z M o _ zCO z n U) z Ln (9 w cz p DU — 0 m E _ V) � o 0 U W F— E U N m M M f`O '0 M O 0 O _ J__LL00 U ' COa o Qc, mQo Q2 0 N o �- o 00 C. �0 CL ♦Zle Y , •` ,N� `0 �=, —gym •'E To the best oN�h iansr's kno, 1� g , n orgtatigqn�,� an belief, the struaural plans arld sp cifieatiorps�contai d �'� within these do rogjngs kb�t ply oith the Y617 Flgr Building Code - R'e idend3l �th..E¢¢itionh E=��88ig4er s Ie signature and searfv!;?9—N for 4ie+;Stapotu Aai`engir6q g portions of the drawl g bearing Enei°ig gnature and seal. O ON Z 0 1� F�•'1V)In0 M Q (!) fu Lf) U I-- sZ ^ cl� U C 0000 Q § Z 2 wLU J C) oZ 0 z C zz w¢Cea UZ80 zwwx w� �2�w J T 1 0 �O0 � UU w w N CD �— OO Z Z U aD M f z oC '� a Z a M p �a U = ((= m J_ w o� 0 0 -,r R -; f -r �S w0w� N � r_1 Z LU Q <'cl�az3 Z g W�uP Z w Lr) a w > � � J r-i LlJ n o Z o U N Q Z S I- � Z z =a 00 Z o ` Z 00 g = LU __4 a v7 SCALE : AS NOTED DATE : 3/7/2018 TECH: ]MUROSKI VERSION NO. � . O SHEET NO. S4 SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES — @ 24" O.C.7 NAILING SCHEDULE FOR OUTLOOKER OUTLOOKER AND NAILING SCHEDULE TOP CHORD @ 24" O.C. FOR SHEATHING DETAIL BLOCKING FOR SHEATHING DETAIL FIRST FOUR ROWS OF 45° f 24�MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" EDGES OF 2x4 CRO BRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" O/C. CMID HEIGHT SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" O/C. EXTEND AT LEAST 90% OF MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. •• LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) J SIMPSON HGAM11 w! (4)1/4"xl 1/2" SDS SCREWS TO BLOCKING & ( 1/4"x2 3/4" TITEN TO CMU 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5Aw/ (10) 8d • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO 7/16" OSB SHEATHING & (2)10d TOE NAILS @ BLOCKING ATTACHED W/ 10d EA. END NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS / 1 SHEATHING ATTACHED 10d NAILS 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w @ EDGES AND 12" O.C. FIELD 2x4 "T" ON TOP OF PANEL BLOCKING, 7 WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) FASTEN WITH 10dx3" @ 4" 0/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK rT� GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. 55 TITEN ON OUTSIDE SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x 10d x 1 12" AT EA. OUTLOOKER 1 12" AT EA STUD (USE SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) BACKNAIL wl (2)16d NAILS SEE STRUCTURAL NOTES SIMPSON H10A w/ (18) 10d x 1 12" AT EA. OUTLOOKER TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF SHEATHING TYPICAL AND NAILING SCHEDULE 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4"CROSS BRACE 24" MAX. EDGES OF FROM RIDGE FASTENED FASTENED AT APPROX. 8" FROM SHEATHING TYP, EACH JOINT & (2 RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE &SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS BOTTOM ATTACHED W/ 2 16d TOENAILS 2x4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ 48" 2x BLOCKING ( ) O.C. FOR THE FIRST (4) If BLOCKING, FASTEN WITH ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" O/C SIMPSON HGA10KT w/ (4)1/4"x1 1/2" EA. END TYP. TOP & BLOCKING, FASTEN WITH SIDS SCREWS TO TRUSS & (4) 1/4"x3" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SIDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)10d 16d TOENAILS 2x4 LEDGER MATCH BOTTOM NAILS AT EACH STUD ( DBL. TOP PLATE CHORD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP, SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 SIMPSON H10Aw/ (18) BACKNAIL W/ (2)16d NAILS 10d x 1 12" AT EA. REFER TO DETAIL J N N SEE STRUCTURAL—OUTLOOKER ON SHEET S5 FOR X-BRACING, AND TOP CO NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR INFORMATION 00 O0 SHEATHING DETAIL 1 12 2"x4" CROSS BRACE -WOOD TRUSSES - 50 00 APPROX. 8" FROM RIDGE FASTENED AT -2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS`1 ATTACHED W/ 2 -16d �' 2x4 PANEL BLOCKINGUI AT EA. TRUSS JOINT (2) 2' x 4 LAMINATIONS W/ 1 ROW O (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF • (2) 16d NAILS 2x4 BLOCKING 24 @" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4112") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL 2x4 OUTLOOKER @ 24" 0/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. -"L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS r1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. IT7O.C. FIELD /JACK TRUSS / SEE PLAN FOR Ut I HL LAS I LAMINA I IUN (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L- 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2)12d TOENAILS Cm EXT. WALL CONN. @COMMON 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION D NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C. SAME NUMBER OF ROWS SAME SPACING ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4" S5 ADDITIONAL INFORMATION CD 0 0 CV 45° N c" cV 00 MINIMUM 2x m CROSS BRACING (SEE PLAN FOR LOCATIONS) (2) 16d PER JOINT 0 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 N 00 CROSS BRACING DETAIL (�_J Q °0 12 N / 6.9 MAX.,., EIS SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT 10dx3" O/C @J 2"x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS I ._.. ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS 55 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 a � ° � ,a JI � ° • a � II . a _ ` II °• ° � _ ° �I m \ • • if . a II ° -_ ° I� � ° - � � • ° a ° a �II °, a 11. � ° • � II °° . • _Ila ° °. `-CONT. BEARING Y GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2)16d PER JOINT MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm SCALE: N.T.S. Srj "L" BRACE W/ 10d @ 4" 0/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C Inrnnn -rni ronr-C% 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 0 Z w \-BRACING w/ (3)10d x 3" AT EACH CONN. @ 24" 0/C —MOISTURE BARRIER BOND BEAM - MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0!C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. d ---- LU 0 v o 0 Q CD r g W im o o ' v 0 w Q o X Q L—L—L U ARCHITECTURAL FINISH NOTE: EXT. WALL CONN.NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6'4" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 14'x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) i--GABLE TRUSS \-STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2)10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION Fmi U ;;— z ZCD o z�z U) z QJ — (D Ca o •U - O1U e �(!� I-- o 0 m ci V w I_8 N M cc ca m ooN _ V U "' a: SO 0 ¢ rn U.)CL m o Al S ® N �` � � N � N t�C, V 4 rn Z W 0 Mt a,rr Z au lu O)p IOU f t 3:;z LL W O J To the best of tly-e=Eng'n erg knowte'd , informat'ion; and. belief, the struct iM h4hs arrN specifiigatiions contained within these draw,pilgs comply v`.NT;� the Zl?17 Florida ` Building Code - Res�egtial Editioh.`'Eh"gineer's > - signature and seal is'o�y for'"ff� Iry tty(a), sneering., portions of the drawing",°a s beaFing: 6hgineer s signature and seal Bid 11 O O Z fV O 0) N P" 4 -1 O > (n M O M f0In QU1 a cn •� d- Ln Q L_ LL z �- , M DC U ra 00 Q E z z ru W J � oZ o Lu za a� 2:� w<-W U�S° �jZ �2�� a ° 2 n � S co o0� Z / ON VJ Ez � � 5� 0 Z Q �3: M w 1 O � �< U = (u C'3 Lu cc,O�JJ g J e - < m`g U-,. L W J Z W�u-2 Z LLI L r) a w a, � J r-1 Q � z F Z o ~ CY z N Z m pN'p 2Uj g o � U SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO' 10 O SHEET NO. S5 3 v 0 N 1 m i m r S 0 J to CV N 1 m Q 3 Q m N a v E a x 0 J tZ 0 cl- 0 0 N U 0 m 0 N tz M V Y 0 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � DOORJAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 MAX, 8„ DO NOT DO THIS PROPER INSTALLATION ` 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP, 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W! 8d 4" 3/16"0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING REBAR ` AND NAILED W/ $d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED 3-1/4" LONG X 3/16" 0 FURRING TAPCONS (TYP,) (T TAPCON, INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 ` BLOCK@ SPACING " 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 3 �� DETAIL ^ STD. 90 ` i� STD. 90° HOOK (TYP.) @ TOP & CHORD, AND 1x4 P.T. & 1x8 P.T, 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) NAILS 10 R WEB NAILS 10d @TRUSS VERT. 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE " 1X4 P.T. NOTE: O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILSM ` 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" +2„ ' - NOTC @ FIRST COURSE � SIMPSON HGAMIOKTA @ 12" O.C. w/ (4)1/4x1 1/2" SDS SCREWS LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ` INTO BAND JOIST & (4) 1/4"x2 314" TITEN INTO K.O. BLOCK 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5" NOTCH WEB AT THE '' FIRST 2 COURSES ` BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A _ 16100 #FOR 2 STRAPS FILL 1st COURSES SOLID w/GRouT EMBEDMENT INTO BLK,) 1/4" MAX 2'-0" 8" Q` , 1 PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING — SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS BLOCK HEADER ARCH BLKG, & BUCK SIMPSON HM9KT w/ (4)1/4"x1 1/2" SDS ° 1/2" DRYWALL * SCREWS & (5)1/4" x 21/4" TITEN (IF TRUSS IS 2 PLY INSTALL SIMPSON LGT2 w/ (16)16d 8d NAILS AT 8" O.C. AT BUCK SINKERS AND (7)1/4"x2 1/4" TITEN = 2150 #) 2 x 8 45" DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION �� 7/16" OSB CUT HOLE IN O.S.B. FOR TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1/2" CONTACT ENGINEER RECORD FOR BUILT UP PLWD. BUCK ARCH PANEL POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. I SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3) 10d NAILSOVERRAN EA. END RETROFIT TRUSS DETAIL ,.AT ° LL CONNECT W/ 8d NAILS BRACE/ BLKG. . N.T.S. INSTALL WDW. SCREW ANCHOR­`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 A. RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF FOR OVERHANGS BETWEEN 3/4" TO 1 112" INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW, INSTALLATION DETAILS OR THRU „ TRUSS AS SHOWN FOR O.H. UP TO 2'-6" 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 2'-6" TO 4'-0" O.H. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD (2) 10d NAILS @ 8" O.C. ARCH DETAIL 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE (3)1/4" X 31/2" TAPCONS AT 16" k0V ERygN TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + �Fj�OT N PLYWOOD SHEATHING 1 i_�li 5�-Dig JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + +4LjINISH 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 K.) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS °.. ° ►: #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2-0 8 (5)12d NAILS SIMPSON + + SOFFIT + °D °• 10„ ° o D 6 ° ° CENTERED W/ °> 9 H IN TOP 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 8d NAILS 2X4 SYP r ®° EACH TRUSS o ° ' o • KNOCKOUT / iv I • •e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG, BRACE BTWN.., 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x W/ ° CONNECTOR '® _ — •� D ° MONO FOOTING x VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE CONT. (3) 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 CLEAN FILL .o ° • ° ° 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT • 6 z TO BE INSTALLED 000, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° ° STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90' HOOK N r TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%2" WOOD FOR OVER HANG FILLED CELL - 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . • ° . °, . INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" _, _, ° -I °• "� °• ' ' ,' °• , ,,' s• "�' °• Sk ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. PER INSTALLATION DETAILSSTEMWALL B-B ARCH DETAIL rK SECTION @a ENTRY rL SECTION @ROOF EXTENSION M FOOTING SIZE AND REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT &NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18)10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W,W,M, AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. 5/8" DIA. ALL THREAD ROD r #5x6' EMBEDDED INTO EXISTING BOND BEAM E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" EPDXIED w/ SIMPSON "SET" IX z0 IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER g�_0�� EPDXY MIN. 6" EMBEDMENT & ` . � SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F 3"MIN. EDGE DISTANCE � FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP U_ w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° O v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ; u v a A REINFORCING AS FOLLOWS: PLACE LOWER HALF F MORTAR IN BED INT. C 0 0 JOINT. DO NOT FURROW. SEALANT o o = I — NI — — —— — p Iil �—-1 1 ¢ a Q 1 PRESS PANEL REINFORCING INTO PLACE. :...:,:' 6" MIN. LAP SPLICE W/ >T I I I ' n ' I U z #5x6' EMBEDDED INTO EXISTING FOOTING (2) #5x6' IN CONC. " COVER PANEL REINFORCING WITH UPPER HALF F B 0 MORTAR BED AND TROWEL ..:...,< REINFORCING PANEL a cn FILLED CELL SMOOTH. DO NO FURROW. °I I , ° —T�� N DRILL 3/4"x5" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT p T�1—�_TI- GRADE °. rrr SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP D ° El G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: `V A. " 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. T g • c . TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT 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 COVER EAWAY 16 MIN. , A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-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. z2u M 0 z z a V) (D (Dra0 4--J W 'U — 0 Lu E �V) � F�—♦ o0 Cp 1�. ` V V W E ~ p S N M C 0 M O m N = U t LCD COQP_ 0 ¢� Sao BDP N »� N � � N g : Z W tCD _ oNo P - ea sere• low Z. 0.. �, �Ci✓ m m 4 w1 orUm ;,< t To the best of th$ ngi ear's I?mpwIecjgeAkfcfrTjavbn, a1Sd belief, the structu P`3(,plans ap�d spetifwptipgc ebiitaine j - within these drawin g`s 0mp't. h the 2017 F}gral''• Building Code - Reside ri� al.6tlliYrojT �rf�jr signature and seal is only, f�j'I structural engin portions of the drawing pages Bey$/' Epg.E@ 'g nature and seaL I O O Z 0Iq> 1� U M p M z a cn•Ld- U) H " LL u� z cl� U r0 I 0�0 Q E Z WJ c:) oz za w 00�0 zwwQY =5w Z J i f J o u U Lij � OO L oZ zz >/ z I.L a 4� M g -� � z J Lu 89 J o f MA U w O W J L) M Po ��za Z wo�P = L� z w Lr) w _<-_ J r-I LLI Q z o PYa N Q Z w~O ��Z z � a m N z g = Z J C) a O 06 rn ,'-1 a cn SCALE : AS NOTED DATE : 3/7/2018 TECH: )MUROSKI VERSION NO. 10 SHEET NO. SS l �,il;l ►1 I_ CROSS BRACING DETAIL (TYP.) 1 SCALE: 1/2" = 1'-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS--� COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 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 BLOCKINGBETWEEN EA. TRUSS MAX & EACH END ALTERNATE , DIRECTION TYP. CD 0 N N I m x r- 0 0 J m N I E E 0 4) LZ U v —WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B —TRUSS OR ROOF SYSTEM �I SHEAR TRANSFER 0 EXTERIOR. WALL r7 M Y I SCALE: 3/4" = 1'-0" CB DB- TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ - EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH IT[ IT 1.4 TB PRE-ENG. TRUSS I CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD 2X4 BLOCKING TYP. BETWEEN TRUSSES TRUSS SECT. A -A TA G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS —� AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1 /2"= V-0" (2) 2x8 #2 SYP w, O.S.B. FLITCH PI TOP @ TRUSS 8 U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM aC� RAISED ENTRY MASONRY WALL r4 SCALE: 1/2" = V-0" SIMPSON LSTA18 L.SEE PLAN VERTICAL SCAB 2 x 6 w/ (12) 10d NAILS L. #2 SPF 48" O.C. W/ (4) CENTERED AT SIMPSON HUC410 w/ FOR CAN 10d TOP & BOTTOM SPLIT TO TIE 16d INTO HEADER & (66)) 10d INTO BEAM -SEE BEAMS TOGETHER OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 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 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d TOENAILS TO TOP PLATE & (2) 12d END NAILS TO TRUSS BOTTOM CHORD 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. ✓ARIES 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 p 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE: 3/4" = 1'-0" SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATD ON B. SCHEDULE/PLANE C EDUELE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN FOR BEAM SIZE &FSCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVER CENTER OF POST A A SEE PLAN FOR SIMPSON MTS18 w/ (14) —' 10d NAILS TYP. U.N.O. SEE PLAN FOR CANT. IF SEE FLOOR PLAN FOR INDICATED COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) o. CORNER SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT 2x4 STUDS w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE SEE J/S6 FOR MORE INFO. SCALE: 3/4"=V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM — ' FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: 3/4" = V-0" SEE 1 /S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. �• MASONRY WALL BELOW: SIMPSON 44. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM . BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN Q°. \_ (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS ° SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = 1'-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 SHEATHINGXm ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL ENTRY FRONT WALL 6 SCALE: 1/2" = V-0" 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3) 16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED W/ (3) 10d 7—PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SIMPSON OR IF 2 PLY LUS26 w/ (8) 10d NAILS TRUSS SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF 9 SCALE: 1/2" = 17 LOW ROOF/WALL� SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. w/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/—­' L (2) 2x6 BLOCKING UNDER— FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT �39 SCALE: 3/4"=1'-0" ��j DETAILS &SECTIONS z M 0 CD U) t/') CO Cn w W O (21- ~ 0 o 0 W LU f- - 8 mco M N 0 M O N _ U 0 �U_co rn nC) �v rn tf> O m Q o N. C CO N p � N O m p i/I�N�ZQFEpQgpQr>>z 8, M49 O z ~ W LU = WZ n 9\1 ve,aS•� To the best-othe EngiVeer's know l infor io'n, belief, the structural plans and spp���i catio�}§c�ntatne within these t awi comply witfi the }7('Fiorjtla Building Cocl '- es ntia'115,th Edi to . Ea inge}'s Id I ,` signature and. s .is onl for'thes$r pctkrW ehgine�ering e portions of the r$+m{ing e,bearing Engine�[s,gn k'tre i O Z N 0 Q) N �(�M�O M Q o Ln a U) •,_ d- QLn "U F-- CL oC V fl- co Q Z W Jo� kO J oZ za a� Uj UZOp Z W W Fl j Z Z (Y�J J o w�`o of L �.. v, z N zZ p 0 QV ,> J 5z a MLIJ "n 3 2:(v 2:o "� � o OU = ('u 0-5 J Q 9 W >� Uroz QYP 0 J LJJ Un g a k �.p Q 4 Z W a :� Q WIT 8 Z Z c w y I.I..I Z U N Q Z uia~ Q1 Z�Z � Z O ONTO _ < Z rn 7-1 a cn SCALE : AS NOTED DATE : 3/7/2018 TECH: J M U ROSKI VERSION NO. 10 SHEET NO. D1 I'd, I :,t i I i i id A l.,r i,11 ni l_' J I 1 I I 1 1 a > r c v 0 ti N N I i m d- L > aci -0 CD 0 0 J rn CV rn E E 0 x a: co 0 N Y O ^' ^ in WEATHER ✓E BARRIER & IARILY SECURE WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -�, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J01,< UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN ND UP JAMB 6". USE LIQUID NAIL BRA 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 FS iDleI&Ii INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING a WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING INSIDE CORNER Ground? SELF -ADHERED FLASHINGUff SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST a OUTSIDE CORNER ET WIRE LATH 0 10 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. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMANVDMA 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�# in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary MW �°i°i°i°i°et�•.�:ee.� 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 , W SCALE: NOT TO SCALE two 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 M 0 o (D Q U) 7-11 CZ V) 0 � Lu C) -V - O LU L. ~ o 0 v N oN) LL1 ,- e p U N � co O O N zc U CD L_LL20 rn 0 7t rn Q o N�CBDC �:.a,. A)) r aC7 N N N .w U) o 4 p CQ'M Z 0 Z 1- YrN, rN.Z Z �y �- � O Z L.L ii fn N JULU ; c u o W a W-♦ 10 Nl E N m m Z U) E0 IL W Q a ¢ N M U U iY 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 0 0 Z cal O a) N °- •L-' C:) 1 4 C:) Z M Q U-)f0LI) 0 Z QU�-'I CO ..� � ;7 ELU Z � J � d- J �Z W� za fg w¢c4Elf UZOp Zww� oZz o w cf) V J �a0u, o a a -I Ct F o N z z L I- ¢o > LLJ 2: Z rl 0 3 M 4� O Z O = oa � LLI LL boo r� XU 4 o oa w < Z Q c�aa3 Q °��0 Z oogW. W�LL2 Z u.J 41i a w J ri uJ � o Z o U o,~ N Q Z < Z k N Z to m Z ZZ -, _ SCALE : AS NOTED DATE : 3/7/2018 TECH: JMUROSKI VERSION NO. 3.0 SHEET NO. WP d -1-0 (D (D C_ -FU (3) > 0 0 CV a) (D FF A3 FL17244.1 ESR-3455 A23 FL104,46.2 ESR-2606 0)0 U) -t:f H D210-2 FL1723Z3 ESR-3445 HU210-2 FL10856.4 ESR-2549 CU to ch H D212-2 FL17232.3 ESR-3445 HU212-2 FL10855.4 ESR-2549 -0 _0 0 a) L_ HD216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 0 0 March 20, 2018 HD216-3 FL17232.3 ESR-3"5 HU21&3 FL108%.1 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 0 U_ HD26 F1_1723Z2 ESR-3445 HU26 FL10856.3 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 96-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the ICU 0 CO 0 > Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes HD28-2 1`1_17232�3 ESR-3445 HU28-2 FL10856.4 ESR-2549 construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed Cn -0 E 2) HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 products. a) To Whom It May Concern: H D412 FL17232A ESR-3445 HU412 FL10856.9 ESR-2549 40- Co HD610 FL17232.4 ESR-3445 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures c ca -6-0 Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that HU610 •FL10856.10 ESR-2549 U) joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of HD0410 FL17241.7 ESR-3"4 HUCQ410 FL11468.11 SIM200804 1. EXTERIOR DOORS the IBC and FBC required testing to comply with ASTM DI 761 Test Method for Mechanical Fasteners in Wood Both A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf methods determine a connector's allowable load as the lowest of the following: HGA10 FL17699.1 Evaluation Report HGA10KT FLI 1470.4 SIM200803 1, Lowest ultimate of three tests (or average of 6) with a safety factor of 3 HGAM10 FL17699.1 Evaluation Report HGAM10 F1_11470.4 SIM200803 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +67.0/-67.0 psf 2. Average load at 1/8-inch deflection ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.0/-67.0 psf 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel HTA16 FL17680.4 Evaluation Report HETA16 FL11473.5 SIM200802 ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67,0/-67.0 pet strength, fastener strength, and mod specific gravity. The tested ultimate loads must be adjusted when tested HTA20-18 FL17680.4 Evaluation Report HETA20 FLI 1473.5 SIM200802 ThermaTru Classic -Craft and Benchmark FL15225.1 67.0/-67.0 psf material properties exceed the specified properties. HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ICC; Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in FiberClassic, Smoothstar, ClassicGraft, Rustic FL7640.1 -67.0/-67.0 psf October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working HTT45 FL17324.2 Evaluation Report HTT22 FL11496A ES-0130 ThermaTru on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 the 2015 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf However, reevaluating a large number of products will take time. While manufacturers work with product certification HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 PGT Series 5570 FL251.10 agencies to update their wood connector evaluation reports, we recommend that building departments under the HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 C. SECTIONAL Clopay Building Products Residential Wnc[Code Doors W5 (8X7) FL1 5279.37 +30.0/-32.0 psf 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. HTWM16 FL6223.2 Evaluation Report HTSM16 FL11473.11 SIM200802 Clopay Building Products Residential \MndCode Doors W5 (16X7) FL15279.53 +30.01-30.0 psf The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit HTWM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 Clopay Building Products Residential \AAndCode Doors W6 (8X7) F 15279.85 +38.0/-42.0 psf www.stronatie.,om for additional pertinent information. If you have questions or need further assistance regarding this matter, please contact the Simpson Strong -Tie Engineering Department at 800.999.5099. HUGT2 FL6223.3 Evaluation Report HGT2 FL10456.18 ESR-2613 Clopay Building Products Residential WindCode Doors WO (16X7) FL15279,102 +37.01-41.0 psf Sincerely, HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) SIMPSON STRONG -TIE COMPANY INC. HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10866-R4 ESR-2549 Z HUS212-2 F1_17232�6 ESR-3"5 HUS212-2 FL10856.11 ESR-2649 2. WINDOWS /6P4 HUS28 FL17232.6 ESR-3445 HUS26 FL10856.11 ESR-2549 A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 Keith Cullum, P.E., LEED AP c1w1BDW HUS28 FL17232.6 ESR-3445 HUS28 FL10856.11 ESR-2549 Z Engineer, Southeast U.S. Branch HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10856.11 ESR-2549 PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER M I Windows and Doors Series 188 FL15351.1 40.0/-50.0 psf JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 C. FIXED M I VvIndows and Doors Series 185 FL15349.1 +40.0/-40,0 psf JL26 FL17232.7 ESR-3445 LU26 FL1 0655,104 ESR-2549 JUS210-2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 PGT Series 5520 FL243,9 D. MULLION MI VkAndows and Doors Series 5764 FL15353.2 N/A JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 PGT Series 5500 FL261.1 NIA JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 E. OTHER JUS26-2 FL17232.11 ESR-3445 LUS2&2 FL10655,112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 3. PANEL WALL Page I of I KLEG3 FL17241.15 ESR-3444 LEGS FL10667.71 ESR-2615 A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A Sirnpson Strong -Tie Company Inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 www.stmngto.com KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL152722 +70.0/-70.0 psf LSTA12 FL17244.18 ESR-3455 LSTA12 FL10852.4 ESR-2105 C. OTHER LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 4. ROOFING PRODUCTS LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A LSTA30 FL17244.18 ESR-3455 LSTA 30 FL10852.4 ESR-2105 B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A LSTA36 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 C. ROOFING FASTENERS NOT USED LTS19 FIL17219.2 ER-0200 LTT19 FL11496.3 ER-130 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL1691 8.1 - FL16918.4 N/A LTS208 FL17219.2 ER-0200 LTT206 FL11496.3 ER-130 Florida Metal Products, Inc Vent RV10 FL21580.3 N/A LTT131 FL17219.2 ER-0200 LTT131 FL1 1496.$ ER-130 Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 E. ROOFING TILES Boral Tile Villa 900 F1_7849.27 - FL7849.28 N/A LUGT2 FL17240.2 ESR-3447 LGT2 FLI 1470.7 SIM200803 Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A MP3 FLI 7244.22 ESR-3455 LS30 FL10446.15 ESR-2506 F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 15" wide roof panel FL11651.2 R3 N/A MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-2606 MP4F FL17244,24 ESR-3455 LTP4 FL10446.19 ESR-2606 5. SHUTTERS MP5 FL17244.22 ESR-3455 LS50 FL10446.15 ESR-2606 A. STORM PANELS Global Protection Products GalvanizedSteelStorm Panels FL15076.1 - FL15076.2 NIA F MPH3516 FL17240.3 ESR-3447 VVM1416 FL10667.86 ESR-2615 All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 6. STRUCTURAL MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 COMPONENTS MSTA18 FL17244.18 ESR-3455 MSTA18 F1_10852.9 ESR-2105 A. WOOD CONNECTORS/ USP Structural Conn. see chart MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 ANCHORS Simpson Strong -Tie see chart MSTA35 FL17244.18 ESR-3455 MSTA36 F1_10852.9 ESR-2105 B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-21 05 MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL(3527.1 - FL6527.5 N/A MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2613 D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels F1_158.1 N/A MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A MTW20 FL17244.8 ESR-W5 MTS20 F1_10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL1 1470.9 SIM200803 NFM35XI2 FL578.2 Evaluation Report MBHA3.56/11.25 FL139(A.0 ESR-2616 NFM35X16U FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 F1_10667.8 ESR-2615 The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 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 PHD2A FL17219.3 ER-0200 FGTR FL1 1473.2 SIM200802 understand these products may have to be removed if approval cannot be demonstrated during inspection. PHXU3516 FL1 7241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL6223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL1 7244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 FL17236.3 ESR-3448 H10-2 FL104%.7 ESR-2613 E RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL172362 ESR-3448 H3 FL10456.13 ESR-2613 RT3A FL17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 APPLICANT SIGNATURE DATE U) RT5 FL17236.3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 FL17236.3 ESR-3448 H2.5A F1_10456.12 ESR-2613 z U) CZ RT7A FL17236.3 ESR-3448 H8 FL1 1470.3 SIM200803 > RT8A FL17236.3 ESR-3448 Spi FL10456.41 ESR-2613 0 SPT22 FL1 7244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3465 FL10456.43 ESR-2613 CL SP4 > SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 C:�L SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 O < SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 -0-0 SPTH4 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH8 F1_17244.32 ESR-M5 U24 FL10655.141 ESR-2549 0 SUH24 FL17232.13 ESR-3445 HHUS28-2 FL10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 FL10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.16 ESR-3445 HGUS414 FL11468.10 SIM200804 Cn THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FLI 1473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL1 1473.19 SIM200802 M UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 < UPHD8 FL17219.5 ER-0200 HHETA20 FL1 1473.9 SIM200802 0- LGT3-SDS2.5 FLI 1470.7 SIM200803 -0 LGUM26-2 FI-11473.12 SIM200802 O L� LU Z Z SHEET NO. PA 1.0 psf -4--4 Florida Department of Business &Professional Regulation Florida Department of Business &Professional Regulation Florida Department of Business 8 Professional Regulation Cn -r--e BuildingCodes and Standards rp„ Building Codes and Standards n9 P,a,, Building Codes and Standards Pap + Florida Department Of Business & Professional Regulation Pap +or2 -0 � (� iffimle 1=10 Product Approval Application Detail 115=18 Building Codes and Standards +fumes � CV 0 Product Approval Application Detail Product Approval Application Detail Product Approval Application Deta11 Q O FlA2es614t2 PI1Mea914t2 FLe2We14t2 CU � 0 2I22a" 220 Enthrat go no Dab Panama go Greta Eng,or !� gee adLean" Submitted am Approved PLA2041 �2 � � IYa! YMMon 1!lmntal Gm4rd E ,Li1�rh Vtlxrrew yg ali20 Approved20ata� Sala! Version MenulmMm contact EOdaMrj.LIY■! Validated By ViAkh d F11Q AacrsyM Approved aisle Ursa Version l contact Enok*Ka aim Widened By Vlll�l P 10n5/2017 071122017 t01181201T 12112ft017 AMR Approved Sass Enlmter gala QV! ■ gels /�l� '�"'s /11 Revislon 2017 Tnerma-TN Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. Kea, P.E. 10H512017 07I122017 1&182017 12l12r2017 Approved Revision 2077 Tnemta-TN Corporation Ctlegary: Exterior Dona Rick Wright Lyndon F. Bd1mWL PE. Ryan J, Ifkg, P.E. (419) 298.1740 PE-43409 (813) 7674M 1011ti12017 07/12/2017 tOH8f2017 12/1215017 Approved Revision 2017 Therma•TN Corporation Cate": Exterior Doors Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. (410) 298-1740 PE43409 (813) 7e7-0SSS � Vanbe Validated By v S gg �yga, fl� W n U -t—a y) W ?tea CWpory: Exterior Oxon Subcategory: SwlrgeE Exterior Door Assemblies ridw 296-114o PEISW9 (613) 787d556 wdtlgcenwitenb. Su6CSYyory: Swinging Exterior Door AaanWks dtllwQrwaM9oomubMa. SubOa evory: Swinging Exterior Door Assemblies ddn illawbld9conw8aMe. Revision 2017 Therm*Tru Corporation CNyory: Exterior Door Rick Wright Lyndon F. Schmidt, P.E. Ryan J. Kkq, P.E. (419) 298.17ge PE-43409 (813) 78741585 10115=17 07112/2017 10//82017 12/12/2017 Approved � � (%) Compliance Metlad Evaluation Report ban a C 00111 rxrrl Compliance Method Evaluation Report from a cem Evalaatlan Repast hem ■ ComplianceRegistered Maed tom bCabgory: Swinging ElessbrDalrAeaamb9se 0ICU VJ W Flomds Registered Architect or a Lkmeed Florida a a Lkaad Fbddo Florida Registered Engi Floridas Repbterad Ardhitact a ■ Lkxmsd Peoria Architect Profesebual Empinwr Compliane MNhod- Evaluation Report awn a 00rn O Professional Ergkmr eeridtect Profesalonal Engineer Florida Registered Architect or a Licensed Florida L- • Products PLFLA21141114til I14� Pro(aebrrel Erpineer O O CL GUAM A� A�.�Sies A�.hLlh! In HVHZ outside ! HVHZRtallo gallon ✓fit Product Yodel.1hraaw«Neme Product Doullotlan CadraG Fsuiadan Dale Ago fh1 Aoaraxetl far Use lfaelm In HYHZ DWaw iNH2 i Prsesw E!Q! P fW A .�.Ihh ta.RiQii ! PMI■ ! Prsr1n g p 9faSlLAWnor Aa�tdta! Use Approved twig grim O_ U— Esc! Therrtu-Ton F&erClaseb Nominal Opaque ! B f. Thsmha-TN FIDsrChsak and Smooth -Shur Nominal 86f38;06quotNortimpsa8quot; Opaque 12f311202g No Yes No WA 9 LTMrma-TN Fkw-CNaak and annotMBtar Nominal 8dN39;g 8quoLNon•Impsc6quob GYaetl 12/31/2020 No Yes No WA Product Model. Nuclear«1Wrr � Hz myyJg ��, p� WTT }a ♦ 4.7 A� ICU t a and Smooth -Star 8 bookNwSinWotBquoY 12/312020 to Edge Composite Edge FWgioes Single Dos No Yea No WA Composite Edge Fiberglass Single Door Composts Edge FBnrgWs Single Door 14 n. Thsrtna-Ton F6wCMwk rW Smooth -Star Naninal66f39;0 dquoCNon-knpsct6quot blazed 12/312020 No Yee No A 0 CIO pnarrhy0uuwinY; X cemglNa90r1) (Inesln9rDutewin9; X ooMpurallon) (IsewinglOutewlg; X oonlgurotlorh) Composite Edge Fibwptese SkpM Door '^ V J T� (hum, P )RI X centgumwn) v OL Ftahaa4la p wln9; ^ 1 Vl++ FJlumim (n v J ^ l L lease or lata J8tahaMm !� Sias& &*W w 20 2 0s ! gam Shasta Frm 90 20 Dab psnd m go PLA204N-R3 Shona Contact Em1iMK411.mse ale aubmrsW E Approved Anna um Version !tam contact Engineer &License yallfebdBe V1LdgWd Submhbbd FeeAaweYM ANtproved low Ufa! bW= VANAtOM 220= ARWORKA142M Vmldmbd B, xtud s Ewtaggmtal A■rmud two Sad& EOI�w seta ak Don& � Co ]Yee Version t Toerma-Ton Corporation ABONN ict Rick Wright Lyndon F. Schmidt, P.E. Rye. J. King, P.E. VISt■W 12113/2017 12H 3I2017 12f2 12017 Pending FSC Approve melon 2017 Tasnre-TN Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. Keg, P.E. 12/13R017 12(132017 12/21/2017 Pending FBC Approval Revbbn 2017 Themes -TN Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 12113=17 12JI302017 1202017 Pending FBC Approval mm Version MaNdagaim canted Validated IW MUM FOC Approval ■umesd ANN / ) Revision 2017 Category: Exterior Dann (419) 298-1740 PE43409 (813) 787-0356 CabgOry: Exterior Doom (419) 298.1740 PE43409 (813) 767-eM Category: Exeter Doom (419) 2MI740 PE-43409 (813) 767-MS BubCabgory: Swinging Exterior Door Assemblies dklr�rwblgeonsuaante, Subcategory: Swkping Exterior Door Assemblies riebw®rvmbgooauhnte. Revision 2017 ThermlTN Corporation Rlen Wright Lyndon F. Schmidt, P.E. Ryan J. Keg, PA 12113M17 12/132017 12121,2017 ding FOC Appm Swinging Exterior boor Assemblies ridha,IDmbldpcogwkante. Report Boona txmn Compasse�MsedA CFlarlds ompliance Method; Evaluation Report from ■ �+ Category: Exterior Doors (� 29&1710 -494 13) 7 Compliance n cogiMSNodEwctoraReportbona cem bled or. I led or ■ Lkxned Florida Ned a a Licensed Florida 8hrbCategay: Swinphp Exterior DoorAssembtles klpeoaWtsnb. FloridarWa Registered! Assisted a s Licensed FloridaFlorida ProfessionalRegistered p ovedr Prolanbnalbbrad� learn Caropsence IleOud: Evalwtlon Report from a a Not : Evalu Prokeslonal Enghmer Florida Registered or a Reposed rida FLrg4N410 Products Prolesebnal Engineer aughLA� Ationoved forUse ANhubtMlWUse tamed grim tent Gasser Assumancis P7ffinct Aac[9stahtlh! Aa�IfwUm Imtad grfan ID1>�!Z IRt1S BY�nt Bassin lag An ds A■ the of lPQ1Z Did" t09Z haRld ➢rim l Mrs FL#204614t3Produab $fa.! i a. Thames TN F9hw-0Isafe end SmaatlfStar NomehU 88i39;8 SquokfbMmpact&quol; Opaque 1ZB,202/ In HVHZ No f 'lSIS RaeNo Yes No 1�J]rYrs WA 5 f. TMmre-TN Fiber -Classic and SnhooSrStar Nominal &qurglass hnWc&9ux, Opaque 12/31R027 No Yes No WA B i. TMrmaTN F91w-Clsselc and Smooth -Star BquoLN tdquok OIeuO 12fJi/2D21 No Yes No WA � Product Model. Number or Nume Product Disariodon cooked EmbuNg Date Auarglndflgtth! AaclaLryd.hLfh! lmrd In Hm oublo Restated grim P�� Composite Edge FbN94es 84gte Dear Caere Edge Fiberglass Single Door to Edge Oabe'D wutewb9; X oomguralah) s Stage Campos8e Edps FiWrgWs 8hgle Door to Edge Composite (bmVinhg/Oviswing; X oomguratiah) 14 n.TMme-TNW Pr�bplc and Smooth -Star Nominal &quokMGlued2fJ NOmpaquat: Glued i1/2021 No Yes No A pr�hg; X comiytwNkn) Composite Edge Fbegbee BhgN Door limagitt.9tilaft I ill I anmtglb& ( X continuation) 4 Florida Department of Business & Professional Regulation F.ga, or, Florida Department of Business & Professional Regulation pone I Of 1 Building Codes and Standards 1754201e Building Codes and Standards 1=10 Product Approval Application Detail Product Approval Application Detall Florida Deparly ent of Business & Professional Regulation Pp 1 a l Florida Deparbnent of Business & Professional Regulation Page I of I Building Codes and Standards 115rm18 Building Codes and Standards 115m1e PLA52234114, 17M1rall-PA Product Approval Application Detail Product Approval Application Detail 22111 Em.Lw g>n gtlt Data Pending !eta Sash Enft or 20 no DANPUNO■ !eta PjH5=4U PLIM#3324U L= Yedm LY� ]act Enalmeat&Validated IN YAW" aubmiaad FSCAoumvM Approved atana 100 vmi Van Samara Engineer iLicense Vie By hill d Attle m FIND Approval Aam&ad ANN Revision 2017 Th -TN Corporation Rik Wright Nall" Accreditation & Ryan J. King, P.E. 12/2=17 00212017 12r2=17 Approved Ravubn 2017 Tome -TN Corporation Rick Wright National Acaedko&mA Ryan J. King, P.E. 12/202017 09✓1120+7 12Id7/2017 Approved Category: Exterior Doom (419) 298.1740 Management Institute (813) 767-am Category: Exterior Doom (419) 296-1740 Manegamsn Institute (813) 767-MM 22 & Index or 20 go fhb■ 20 Sad! EmmL.w 20 20 gtlb Pamfina 20 SuaCabgory: Swinging Exterior Door Auembllas ddmvldtlbidpaonsultanb. aubCategery: Swbgln9 Exterior DoorAssembIlea ridn■swbMgwnsu9ane. Most Version liaggilgagm Safi flights, .i,License VthddW By youd" aubmrsm FSQANtatmY Ag>trov7d AN" mula Version ibmdgcbmr fantod En k—A}icense VdWobdev Ya■" Submitted FSQ A■myM Aaaroved it" Compliance Mailed: Certification Mark or Listing Dom Compliance MMhod: Cerrcedm Mark or Listing coin Revision 2017 MI YWadows and Doom Brant Stanpw Luis Roberto Stow Lamas Ste M. Urtch, PE 0111132017 01VI U2017 081152017 +0110°m17 Approved Revision 2017 MI Wedand Doom ant Stanger Luis Roberto Lomas Seven M. Uhkdh, PE Brant 01111132017 C&112017 0&1S2017 10/1012017 Approved Category: Ecuador Doom (717) 3053300 PE-02514 (717) 317-8454 catenate: Exterior Doom (717) 36533DO PE-62514 (717) 317-8454 Eia]Js ProProductssf. EJ411hrsslata aubCWgary:8lkhq Exterior Door Assemblies bstanpsracmNmmm aubCtlegery: Slk9rg Exterior DoorAseamblbe betanperQmNrd.can lamest Dwon G Apnrwed for Use Aooreved for else low 1aMaa Compfena MW :EWkision Reportlrome CompllwwM@BW: Evaluation Report front As" Product Deatedullort InIRQZ ouWde HVHZ !!ealshad P—m Product poewhAhm 220kulfawmggomo In HVHZ tLtaOh HVHZ Resistant PJaruu Flats Registered Architect or a Licensed Florida Florida Registered Arched or a Licensed Florida 1 a. &guatCtesaloCran&gaot and dquoteenchmork by 643 and 810 Opaque and Glued Fbw9ma Door with 12/311=1 No Yes No WA 5 a. &quokSmoor Star&qua; and &quot;Benchmark by Sig and SM Opaque and Glued Fiberglass Door with 121312021 No Yes No WA Protrastonal Engineer Professional Engineer Th m Tru&quot; and wNeut SkWOn. ka wi g and Outlawing Therme-TN&quct; are without Sidea s. iawkg and Outewing FLIIH 53324PApLINU324U prodggts 9tMlletr Assume ANlwmml ford%* ApproviA twSMB knedt calm QUM& Assaws Aoarars0 toffs Aboromltssllss Mind De0m fh9.! In.HM oulaildsHVW Resistant PJarwt tw ProdetModylliumher«Name InHVHZ oubma Rehear Protestant Sewch Criteria Search Cfftft 3 SERfE842DALUMMUM SGO REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 12131IZ018 NO Yes No WA 4 SERIES 420 ALUMINUM SGO REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/312018 NO Yee NO WA 1453N&quotx966ghu0t XO, )X 985gootx98dquot Florida Deparbrent of Business & Professional Regulation page, a+ Florida Department of Business & Professional Regulation Page 1 or, Florida DepaMxnt of Business & Professional Regulation eg Peg., w, Florida Department of Business &Professional Regulation Per 1 a I Building Codes and Standards ,xrm,a Building Codes and Standards +lam+e Building Codes and Standards VYmis Building Codes and Standards 1/srmte Product Approval Application Detail Product Approval Application Detall Product Approval Application Detail Product Approval Application Detail F1a153324114 6 l3ss1113794115 Sag& EmhtsL gait got Dab Pending Io E1a1527940 !a$ Engle or testa 10 1ataP.01tlan 20& gsih EJti.( or gbh gate Data lah Sash Enftor 21M lab low PoncB■ Iota ]alai v al- magglilaux 22am Entaex3 L§,— VeSddw By 3modod Auhmod J A■®ad Atka mm& Yawn l Contact E■k—lJLicense VdIdWd By V NOW Submitted FEC AN .. M Agmmad NOW Ilia! Yeutaa W.Uh.* w contact Engineer It Validated By Validated Aukmmd F0C AWtoel Aaaravad stares 11fa& V mI- IfemtaonNor Gt6tact goglim.A Lt.— Vegetated Bu YAW" A imWm PRIGAwrofal ANMroad stares Revision 2017 Claim Bu9seg Products Company Mark Wslarlield Imedek Testing Services NA, Gary PfwhW 11PS 017 08MM2017 12!ao 52017 Approved Revision 2017 Cbpay Building Products Company Mark "bsbdbtl Inbdek TeeWg 9ervlas NA, Gary Plusher 11/292017 08,102017 1205=117 Approved RftMm 2017 Ml WIndo s and Done Gram Stenger Luis Roberto Lamas Steven M. Ulrich, PE 0&132017 08111/2017 D&1S2017 10/1012017 Approved Revision 2017 MI Windows and Doors Brain Saeger Luis Roberto Lanes Sewn M. Unich, PE 0811341017 DOM 12017 01V15=17 101101=7 Approved Category; Exterior Donn (513) 7708082 Ina. (513) 51945e8 Category: Exterior toms (513) 770-M Inc. (513) 5194%6 Category: Exterior Doom (717) 386.3300 PE-62614 (717) 317-8464 Category: Exterior Doom (717) 3W-W00 PE-62514 (717) 317-OW Subcategory: Sectional Exterior Door Assemblies mwesterflekl@n:kpsY.conr l Exterior Door Assemblies .won Subcategory: SBding Exterior Door Assemblies betangeracmled.cao subcategory: Sitting Exterior DoorAseamb9ee bserngend raiidoom Co^4Ae Ystlad: CedMalbn Mork or Listing Coarhu Matlrod:seGmficetlah Mork orLisWhg ahp Compliance Msa to: Evaluation Report loom a Compll.rce Method: Evaluation Report loom a FLIP15279015 Products FIL115279401 Products Florida Registered Archked or a Licensed Florida Florida Registered Architect or a Licensed Florida CIO Professional Engineer Protasional Engineer SL&CAwnglacl ADD M(M(for the Approved for the Nam !balm QuoArgrsO■ ApofFad1w ttse Aaoraved for Use gnaad Design Alan Product Mader. Man or see se Product ostentation Contract ffiggiagalikas In KV Z lbw R1aIZ 8121M P—re Ala Protect Contract E Z a 1, HVHZ SBnO 1, NvHZ Resistant —m I3815332411,11 Products "S332#4 Pro&u 37 037 W5-08 PAN-2F161: 84A, 94, 73, 75,1600, 190, 76. .) Singiear (up to W woe) 0522026 1 Seel Pan (min. 25 Single -Car No Yes No +30 PSFI.32 53 053 W&18 PAN -2F163: 6M, 94, 73, 76, 16W, 190, 4RST, Steel Pan (min. 25 gaJ Double -Car (9'2'to i&0' 0521=11 No Yes No +30 PSF/-30 Quality Assurance Amproved far Use Apartheid for Use gage] gallon Auroyed for Use Approved ft Lim lmmd RIME 78V, 4RST, 4RSF, eRST, BRSF, 2R3T, 4e, 42, so. 4es, WINDCODE&a174; W5 Gams Door PSF 4R8F, BRST, SRSF, 48, 42, 65, 4811, 428, 65S, GOSS. wide) WMDCOOE&#174; W5 Geroge Data PSF limn Product Modal. Number «Nam Product Contrast Expiration Data In outsideZ RofOent Presents seat Precinct Malal. Number or Name Ia1fYt$OUM&KVM R9ltatam Pressure 42e, 55S, GOSS, GD5SV, GRSS, ORSSV, AR58, ARSSV, GD5SV, GRSS, GRSSV, AR5S. ARBSV, ED5S. ED5SV 1 SERIES 420 ALUMINUM 800 SERIES 420 ALUMINUM SOD OXO 17J312018 No Yes No NIA 2 SERIES 420 ALUMINUM SGO SERIES 420 ALUMINUM SGD OX, XO, XX 12/312018 No Yes No WA Sods. 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Exterior Doors (717)356.3300 PE-02514 (717) 317-8454 bgay:Fxbdor Doom (941)481W100 PBlp 31S2690 Door Components SUbCtlance davedg1-2844 rid Single .fig Subcategory: Slift Exterior DoaAeaemblies badingw®rMW.can Subcategory: SlkWV Exterior Door Assemblies dro» P➢ddheeles.cerri Me hod.- Compliance Mated: Certification Mad ass Listing o caw.ddkacawWby m Competence Certification CsehplYnse Mad": Csrtlaetl0sh Mark a Lisahg Complrn a ll I : EWluaBm liport kcm a Compliance ethod; GM6cation Mo LWWV FTspbtesd Arddbd or • Licensed Florida FloridaFlolaaRe i i]311937A7 Products Engineer PLe2614rR9 Products Caab Aseurwea Aumoved for Use )mQacf palm AgerHfl9.hCfh! grim Guam Acorovd for Use Use, ! Now FUH11131124114 Products AMA Product Model, Number or Nam Floduct DomerhOw canb2d Expiration Dab talRQP. oubdo HVHZ pAsktut Phonic ant Product Model. Number «Maine C Car*,AE9 8ta 1.W412 014skis KVHZ RrWent P—re la! Product Mocial. Number or Maine Product Desoduffain 229bgsainomRa In HVHZ Octalta.HVHi RlMetant PJaaan Use Aacroved for1taR ■• A datlm 10 SOD-%70 (Large Mbgb Impact) Vinyl S50bg Glass Door 04/14=1 Yet Yes Yes WA 1 S07, 707, 727, 747, and 947 Shgb and Palm of Doom Flush, Glued, and Louvered single and pairs of 12/31=5 Ya Yes Yes WA 2 185 SH 52xS4 FkVFImW Frame IGISG Sbgb Hung ,O092018 No Ya No +801-00 afdtProduct Model. Number or Name Product OBOL40don In HVHZ outside HVHZ J) hollow meal doom. 5 SERIES 420 ALUMINUM Sim REINFORCED W SERIES 420 ALUMINUM SGD REINFORCED X)(X 12/31ron18 No YesNoO A NIA IWA 1431tquogt956quct I Code Version; 2 261,10 �J O Florida Dapardnent of Business & Professional Regulation Building Codes and Standards Pepe 1 oil , um,s Florida Department Of Business & Professional Regulation Building Codes and Standards Papa 1 oil Florida Depafirlsnt of Business & Professional Regulation Page 1 w I Florida Deparlmsnt of Business & Professional Regulation Fags 1 or I Product Application Building Codes and Standards Ir"Is Building Codes and Standards 1/5201e Product Approval Application Detail Approval Detail Product Approval Application Detail Product Approval Application Detall pit F1tt Sadh LntIhL9L Do 21M Ittsel�.■ !eta raft Eltl.c.w 21k gal Dab Pending Phone H9162U.$S 1010163tVIRS Lim Vsrslon ahOltaCUM craft EgalmarrALicense vardmw By YNWW aubmam d FSQAa)rmrtl AaaNaY!!t stares Brae Version ManufwMw Canta0 Enaanger ALlrOr VIkl dBy validated aubmmw FDCAoomvM A—M atana ICU gft Easier or laic RIK Dab Paddled 21h 2291 Enlf v a 21ft !eta Data Ihta Revblon 2017 Mf VIMAows and Door Brant Singer American Architectural Stamen M. Udch, PE 3174M54 12/31I2017 12/3/2017 O110M2oie Approved Revision 20t7 PGT Industries Category: Windows Dan RuNk Mem4Dede BOLO - CER Miami -Dale SCOO- VAL 4 (788) 315-ZS90 12/202017 12MOM17 1=6=17 Approved Iyah version Mgt Epg(■g,�se validated Be MAW" $nlOmfltad Auaroved Atabs M= Vernon ttam�'Alrs, QU M zwkk a Lase Validated By Yald" 9aQmmed I�.A-,WA Aawsatad AWN VW: (717) 366.3300 Atanufalhren Association (717) Revbbn 2017 Cbpay Building Products Company Mark Westerfield InbMk Testing Semites NA, Gary Kohler 112926f7 0&t01T017 12FD5120f7 Approved Rwekrh 2017 CkWay aWMkg Products CamWmY Man Westerfield ImeMk Testing 8ervbn NA, Gary PhsNw 11292017 0&1g2017 12/0512017 Approved Subgay: Fixed aubCabgory: Flied ComplWes WThd; CsNScatbn Mad a LleOng DetanBel�nl+wd.Gdn ComplWw Mstlhotl: Certl6p5osh Mad a LbWh9 Comps vice, Method: With dNerk®pgtlalusebacom drusa O Category: Eaferkr Doom (513) 7704M Inc. (513) 519.8588 Category: Exterior Doom Inc. (573)918-0588 L &ubCalagcny: Sectional Exterior Door Assemblies Compliance Method: Certification Mork UsIng Mweser8ald@,dopsy.00m SYblbCab9ory: Sectional Exterior Door Assemblies Compliance Method; Codification Mark or Listing inese770$062 or Cluster A— Approved for Use for the Island grim Dueller Augments Amur AOwotld farU- maw grim flrdS27114112Products fW11274-MYrsducts seat Product Model, Number or Name P drshn Contest Exagrallon Dab InKVHZ Outside Prsacam lent in HVHZ OutsideJ9GlZ Rafetant PJaaacrs Quafte, Assurance Approved for Anmwd M Use kagad pasken Use, Arrerard for Use Indeed la!!m + 186 PW 73 x 721mauteled Glass 04103=8 NO Yes No +800-80 9 PW.5520 (Law Mesle head) Vinyl Fixed Window 041W= Y. Yes Yes WA cu AMA Product L Number W mars r&dmdzmwdwnmk 1.HyHz, outside HVHZ Arhtam Pressure ant IDIRAZ Outside HvHz RrYYis PPnnnrs 85 085 WS-09 PAN-2F153: 73. 76. 84A, 94. 42, 46, 426, 488, Steel Pan (mid. 25 gaJ Seg"ar (up to 9V web) 0621=8 No Yes No. +38 PSFI.42 102 102 WO-16 PAN-2F153: 73, 75, 84A, 94, 42, 48. 4213, 4813, Steel Pan (n*L 25 gaJ Douala -Car Wr to I&T 0521rM8 No Yes No +37 PSFI.41 4RST, BRST, GM, GRSS. ARSE, FJMS WWNDCODESe174; WS Gam p Door PSF 4RST, BRST, ODES, OR5S, AR5S, EDSS wide) WINDCODE&1174; WS Garage Door PSF Cn .jam U O L Florida Department of Business & Professional Regulation pops I or / Building Codes and Standards v Product Approval Application Detail ICU Florida Departrrlent of Business & Professional Regulation Pega, ass i Building Codes and Standards 11541019 Florida Department of Business & Professional Regulation P.e., a, Building Codes and Standards M l ■ ■ 22411 gray or 4!ta Rot Dee P.nere 20 Product Approval Application Detail Product Approval Application Detail Iyss version Komar contact Erdd f a License v■rAmm ass Ydd" Submitted FOCAss>aval Aawars4 stubs Revbbn 2017 Ther ne-TN Capon on Rick Wright Lyndon F. S hmkS, P.E. Ryan J- King, P.E 10/1812017 10118=17 1022r2017 12/12=17 Approved LU Category: B40W Doom (419) 2WI740 PE-4UW (813) 707.8555 14.623941JIS I par Euserbr OoorAesema w'abgcenaWmnta Sadl. EmhLw no !� 220 ErMyor 21a. gel larPmA■ gM& tlance Evaluation Report from ■ ConWU Method:E 0001 can MW Ymion first Contact Eih rams & L,issml Vaiwmw ev Y aubissOm —00 EacAmeraY: Approved aS�e& ]Shred Version fasm�llm contact Er a.eKE.Lkdm! Vanabd er Va�01 aubmlfYtl P1SC AoorsYM A� IN" tedA FloridaFbdORegisWd Arohtied or a Uoe.od Florida Q Revbkn 2017 PGT Industries Dean Rue* Mism4Deds BCCO. CER Misrni-Dade SOCO • VAL 12/20/2017 11/082017 1212512017 Approved Revision 2017 MI Windows and Done BrentS&tiger American Architectural Sown M. (rich, PE 011032018 01/03/2018 Validated Professional Engineer Catpory: Windows (941) 485-0100 (788) 315-2690 Category: Windows (717) 98533W Mmubcturem Ateockftn (717) 317.8454 SubCabgo7: Single Hung dmwl■pgUndaabs.com SubCstagory: Horizontal Seder baingerlZnYwd.com gudkAumm Aa.. oved for Uim A0proved.for hum anion Oomplk n Method: Csrtl9on ion Mork or Listing Canpiww. Mdhod: Certification Mod or Listing Am-9 Protium Modal, Number or Nana Product Doecdoftn .Use In HVHZ Dutslda NVHZ Premature z nJ23t4t26 Products PLI11463514tillamduch, a. &quotFawCbhefcdguot. Sgaa:Sm oom&w&quot, SSe39;8 4iquotlmpect8quot Glued Flbergle m 12131=1 No Yes Yes WA Q Choose, Assurance Approved lift Approved ter ties e, Auorwd for Use ADgraved for Use � Design &quotdaeskCra88quok or dquuokCWaldlreR Single Door -(()Inswing prOrrtsMnp Configuration AMA ProdueLabdN. xhahhber«Wens „ -for IaIRQZ datald•HV1HZ Ima&0 ResistantPr■tln 1a art Product Model. Number a Name ta1AQ1Z outside HVHZ Italletant PyleYm Ruetb&quet 7 SH4600 (Large Missile Impact) Vinyl Single Hung Window 07rJ012020 Yes Yea Yes WA 1 HS 188 Fm end Phone Frame 13x82 bwfeted Glass 02/162019 No Yes No +65/-86 SHEET NO. PA 1.1 hj ti. i r.IL -I IIG, A k': Je;be: All' h ';Al" 0 FWWO Deparbmld of BtrireM i ProfnsiolW Rfgldsaon P"I left BuIUM Coda and 8btdaroa ,arms Product Approval AppNcadon Dot 2192111110 Sat Loom 20 R* 2OLholls 20 boo lion lYolinYu[ faller baramldarma Yallmmmt lnlind 110.1r0 arLhumm Amend Lan RnuYkn 2017 Mvwadmand Down YnMtaMnpw L4MRLatsN,PE swm M, Udd6 Pa 104/14017 10nsMI7 1002VM7 1211W" APPPWM 0mapryMAdoMM (717)3814300 P042514 (71T)3174464 sdcmmvgs Munml DNdNgltgndwd.am Comp1NN YNrod: amkm" Row fana Refs R"Wered AroMAW or01 munid FWft fthad ll Oghwo t{t 2 e7ed Vo"Ak..kwP W 12010Ms Ito Yen Vol MIA FkrWe 0spartmwd of BU*WW & Profasbnal Rep hWim Bolding Codas and Sbiltgrdt Product Approval AppikWon Dot Fbdla DepwbneM of Budnew & Pmbasiornl RogtMon B M&V Coda and SWWwft Product Approval Appocadca DOW dew 1 r1 Imams FWkA Depnlaawlt of Bwkww 3 Pm%Ww l R"u h0do n Product Approval AppNca*m DOW Pup 1.0 1 Imams FbIkM DaW"W of Bushm Ar ProWsbnal lRegtdseon &il V Coda and Staff Pradud Approval APPNDM- DOW Paps I ri Imam# PLem4m 2w IrotLa oft in liallfUM able AatrL9[ YW RIM ill.tlnaa in tLlm1am iai ebtrtat no ill AdLelo O no Son am= Mmdmb t Ta*t Eataal[iliame )Douai 31dWm mmaslm EWLAlmt Amelm Ion boll moon *Mika= folio Lo RAmmaa lBdilmm[ lldd" ish t 1*,AMMO Amend Non an Mon awAnk m Tad1t ladam[iloma smlmdmt Ya1i11! bblow EWANO M Aamaod VOn RPAdon 2017 POT kwLvmw DIIn Rinds MMN1Naa000-DER MImeOMNO0C0-VAL 12ga/J017 111110"T tllOdrmi? 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Wnleri, PE O9It9/2O17 OBIO72O17 OB/21/2O17 Approved Cabpory: Structural Components (&7) 9784473 (407) BBt-1917 Cetpory: Structural Components (847) 9786473 (407)881-i977 GtegorY: 8beCWril CefrlpONmf (647)978-0473 (4O7)881-7917 SubGWpory: Tope Pita Wwie®Npinsipv.mm iWbCetpay: Trull Ptta slewt�alpbleilw.cortr BubCabppy: Tope PINa atstvk@alpinekw.ean Catgory: Structural Corrporiama (847) 918.8473 (407) BBt-7917 SubCabpory: Tope PNSN atwt@elWnNlw.cam Compliance Alaatad: Ewbatlon Report than a Compliance Mathad: Evaluation deport from a C7m+pBenN Yatltod: Evaluation Report Iran a CorrrPrtrrN AIa87od: Ewaptiar Report from a Product Evaluation Endpr Product Evaluation Entity Product Evaluation Em1q�. 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Mrarrbsra Nana la.myi g.�l PARS 1 rT1N BC(9rAgire Hgher S tammk CIMM Search create rar19P+ (H damp; S) Metal Connector RNe 12131l2O22 YN Yes WA WA 2 (7VV BCGIAgir FNnpe Plate Metal Connector Rat 12I3iPtD22 Yes YN WA WA 3 iTW �G/Agfns Tmbx Mstl connector Plate 12rJil2O22 YN Yes WA NM 4 I7W BCG(Alptr YVaw MOW Connector RNe 12 131/2022 YN YN WA WA Florida Department of Business 8 Professional Regulation Pap. 7 m 1 Florida Department Of Business & Professional Regulation Pee. 7 m r Florida Department Of Business &Professional Regulation Fortiori Florida Departrrrent Of Business B Professional Regulation Pep 7 a 1 Building Coda and Standards +/srso+a Building Codes and Standards +srmte Building Coda and Standards +/W2O1a Building Coda and Standards tpr2ota Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Rs2tttlM Rnttt.Ra pLa2T97Ra PLa29srJRa Sd24E Emir at a$ Bak care Parrdls 1� � its !Ills !� Date par7rBm !� � �4G� !3k �powpomom k �$ � !�$ !� Dow Pardirta ggg lye! )Ltlttdaa ) Sdm4at Validated By Yfifidiftd 3lJI FBCAoaevtl Approved ZYa! 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BtrhCaespary: Tope PWee dwarf�mil.com (2O6) 69B•98O0 BuhCatpory: Truss Plows tlwedQmu.com (205) 699-0800 BubCatpory: Tope Plata dwartQm9:eom (205) 59�9800 BubCvespory: Trues RNN dwed®ml.eom (205) 69&98Op Compliance Ahatad: Evaluation Report San a CornWprrru Matlrod: EwNatbn Report from a Gmphna llaaiod: Evaluation Report from a Compliance YNrod: Evaluation Report front a Protium Evaluation Entity Product Ewtalbn EMIy Product Ewtatbn Entity Product Evaluation ErNb R.ad7tt4Y ProMab 1R.e29tt4ea Produces FU21tt4M Produma Ry21tt47a Pradueb Approved for thie Approved for Use bmw RIM Oak%, A� Approved for Use Assuaged to, too knowt 2nim Carlos, Assurance 31ffid Product eeodel.Nunlwallorma a39'la9YfOutside HVHZ � l P1uYtf! Eta! ProdumMotlel. NrnMra Name Product 91YImL�1.N8 �1Ti ISsg� PF� iiffiE ProduotYdW. Nawbara Nana Product Resistant Protests, irisProduct Model. Number or He Product D000doibn Contract Exoimfta Dab ! iB-I�i l Approved for 1 M1eSH3 16 pa. caper high ahenp9t InaN connector plate OtA1r2O23 VN Yet WA WA 2 MII 18 18 pa. buN connemor ptt O1/O1r2O23 YN YN WA WA 3 MT18tIS 18 pa. high stsearch Cdb& Search CdbKift rength truss oPMa+mor ptb 01/0112023 YN YN WA WA 4 MT20 20 pa trust connector plate OtA1112O23 YN YN WA W(D A Florida Department of Business S ProfeseiOnal Regulation Ppe, m f Florida Department Of Business 8 Professional Regulation Pane t m+ Florida Department Of Business &Professional Regulation Peps 7 a 1 Plaids Department of Business & Professional Regulation Pap, m+ Building Coda and Standards +rsrmta Building Codes and Standards f/sr2pfe Building Coda and Standards ++srzafa Building Codes and Standards +�18 Product Approval Application Detail Product Approval Applcaton Dull Product Approval Application Detail Product App rEaffiv or corded ancestor A U- afifififideasofig all oval Application Defog Ly2inJte Fta88274M FLaaett4te FIlN2744a Sr4Gt !:! � t)I. . 1� � !� � ltt!>!�. !tom &PBg Easy or !� � WNPendta � � 1�19Lar ➢ak !� DSWPNWM l� I1tD! Ylniga 1�alOM[A.1,� XaOtlYm�c !f Agglatted FSC Approval A.�rffi �! IYBg � flLattflihtQL E vNmvel3v yyg�l Suspended 1ffir.AoomrY 9Oa@rf9 4fahR IYaI Ys.im laaK YNlaatae� I(ilBlitlO $ahmatlII F.Bf.Boernrel AgaL4luY $Cart lYal YluWa S� FfmlaaL3J Yac Validated BaBmtlY9 EaS46aarsml 81as�d 3taaa Revision 2017 MReK IMuaMN, to David Wert ICC Evaluation Serves, LLC ICC Evaluation Service, 1O11g/2O17 1O/1a2O17 1O/22P1O17 Approval ReuWOn 2017 YVeysrhNuea ROD BaNwin ICC Evaluation Service, LLC James A. Rothman, P-E 0822/l017 OBf2MO1T O7A132O17 Approvatl RevWon 2017 WayerhNUNr Rob Baldwin ICC Evaluation Service, LLC James A. Rothman, P.E. 08R7P2O17 0&ZOITOI7 OTIO3/2O17 Approved Reviabn 2017 WaysmseuNr Rah SaMwln ICC Evaluation Service, LLC James A. Rothman, P.E. p812212O1J OG2O2O17 O7/O3I2O77 Approved Category:9Wmnl components (394)851-7480 LLC. CaHpory: Structural Components {2S3)924-04T8 (808)839-1344 Catpory: S67aedarN components (259)9248478 (8O8)8S9-tS44 Cadegory: Smlcaml Components (253) 924454T8 (806) 639.1344 aubCMpory: TmN Ptts dwedQmll.eom (205) 59&9800 BubGipory: Engineered Lumbar RdrdJ3ekhMnawaysdp ButlCetpory: Fs+pprNrod Lumber RrNteRBaktwb�aryerha BtrbCa4aaoaY: Engineered Camper Robert.6akNrm�traye a Product ualbn Report frorrr compliance a Product Evaluation EEvaluation Report from a eueer.com compliance, Method: Evaluation Report from a auNr.twm ComplNna Method: Evaluation Report from a euea.mm Product Evaluation Emig Product Evaluation EMdy R/2Ttt4aa Products RJ66274U PrApproved her t)" Cities, Assursurcis AW11QvKj for the oduct Flae/2T4tl Prodrpb 968ett4M Products I A.aarW for UN IlOalgi 1�01. Aoerarad for llae imalal lltll. Approved for Uaa Aaorovatl for tars J(ppagi QMIgB Aa�MltalihApproved for l � Ittl.m �. $}qt Product Modal. Numaara NProduct Dowdolkm Contract Expiration Dow os In Houtside PAWkibt.M VHZ PIImIQ $19.t! Product Yodel. Numbers alma � ! 1 Pmeal! DeaProduct f Protium leodel. Numharar Naar !LLt!l�;lb drtlda HVHRmdftd Z PaMY1R 31l9.! Preauet q(lgt. Number at Nara Pry„ Cantram FsoNNhn Dort � 29wdLum Pressure, . 8 Mr2OH3 20 pa. Mph eWnpPt trust connector P+Ne Ot)OV2O23 YN YN WA WA 1 Mkroltm LVL LsntinNed Vapor Lumber O3(J1r2O79 No Yes WA WA 2 Pamltm PSL Parallel Shand Lumber OSI312O19 No YN WA WA 3 TimberSlmnd LSL Laminated StmrM Carobs O3r3f2O19 No VN WA WA Florida Department of Business 8 Professional Regulation Florida Department Of Business &Professional Regulation Page 7 m t Florida Department of Business 8 Professions! Regulation pogo 7 ar2 Florida Department of Business &Professional Regulation Page 2 of2 BtHid'mg Coda and Standards 1/sreota Building Coda and Standards T/tg201e Building Codes and Standards 3rza267a Building Codes and Standards 9rzelzDta Product Approval Application Detail Product App r(D Entity or Entb or FBQ oval Application Detail Product Approval Application Detail Product Approval Application stall Quality Assurance Approved for Use Approved for Use Impact Design Ra66274Y FL8lttJie - geo k Product Model. Number or Name Protium OescrlWlon Contract Exolratloh Oats In HVHZ Oulsitla XVHZ Restated Pressure �q� � � Bp )� ii� )� I� g� �gQg EMIN or Data �e Date Penang Q�te 18 26 Ga. GUIfPBR Min 26 Ge, GUIfPBR Rom Pend over 1x4 Wood 04H22024 Yes Yes MIA -NIA/ ,rygg tCiM� Smofa� )*�jyggpg yg yg� 3EN9� Approval A.Isaffi ))� yp2! ygygp y )) FRO Approved Approved >� TV- Version Version Manufacturer Comact Enalnarer a License Validated ev Validated Submitted FBC Approval Aoorowtl Status Purlins veer 15l328qum; Plywood-751.7PSF 19 26 Go, GuIfPBR Min'26 Ga. GuIiPBR veer 15/J28qum; Plywood 04/122024 Yes Yes N/A +N/N Revision 2017 Weyerhaeuser Rah BNdwln ICC Evaluation 8ervls, LLC James A. Rothman, P.E. OfLr2212O17 08/2a2O17 O7A1312017 ApprowO Revtla+ 2017 YreyerhNUNr Rob BaMvdn ICC Evaluation Service, LLC Jertre A. Rothman, P.E. OtY22/2O11 Ogl2Nmi7 O7JO312017 Approved Revision 2077 Gulf Coast Supply 8 Manufacturing, LLC. ring David Daniel S. Kuhn Locke Bowden P.E. 70/122017 10l1 D/2017 70/172017 72/i 212017 Approved-154.7PSF GtDotl': ShumaN Components, (253) g24.8478 (808) B39.7344 Gtagory: Sln+eNrN components (25S) 9246478 (508) g39-73H Category: Roofing (352) 498-0778 PE-75519 (334) 300-1000 20 26 Go. GUNPBR Min 26 Ga. GUItPeR war 1x4 Wood Purlins over 04/122024 No Yes NIA *N!A/ BubCNepory: Engineered Lumber Robart9abwln�wyrerha BubCatpory: Engineered Lumber RaGd.BaklwinQweyarha Subcategory: Metal Roofing info@gutfcoastsupply,com 15/328qum; Plywood-157.7PSF Compliance Method: Evaluation Report from a aueaaom Compaana Method: Evaluation Report from a etmer.mm Compliance Method: Evaluation Report ham a 27 28 Ge, GulfRib Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/122024 No Yes N/A -NIA/ Protium Evaluation Entity Protium Evaluation Eniky Florida Registered Architect or a L(censetl Florida 15J328qum; Plywood -164.2PSF i 'b 15 8 m�Pl cotl 04/122024 No Yes N/A +NIA/ 2? 28 Ga. GuitRib Min 28 Ga. Gu1iRi over /32 , Professional Engineer � Y°v Ftie6tt41t Paetlueh R16a27RS PrApproyad for Approadjor thus 25 oducts z �.- -759.2PSF 2 6 i GulfRib over 1 l328 m� Plywood 04/122024 Yes Yes MIA +N/N >� � Deal,, � � s s .. `. ., ;� .. - - .. ,..rot .. ,.'? d,L,� • ,,. z.�r.. , .,, -. �<,. b nth 26 Ga G 5 qu Ya' ,a .5- 24 28 Ga. GuifR 23 2 Ga. GUItRi � C.,."�....��at lHse Rhftm P�WR #gg1! CankEdEEwratimpab jr lo.tflitli Restated E@OaR Quality Assurance Aoorowdfor U Aoprowdfor Usa [mood Device; -t59.2PSF ib Min 26 Ga. GulfRib over 1x4 Wood Purlins over 04/772024 Yes Yes MIA +NlA/ 1 TJ Rim Bond SbumurN Composts Lumberer OrMnistl Shand IXY3112O19 NO YN WA WA 5 YYeyerhNwer Rim Board Odematl Strand Board Ron Board O9131/2O19 No Yes N/A WA Seg a Product Model. Number a Name Product Description Comract Exoirotion Date in H Z Outside HVHZ Resistant Prsearch essure 15/328qum; Plywood-764.2PSF taro Ran Boom 1 0.0328quot; Aluminum 5V Crimp Min O.O328qum; 5 V Crimp AlunJnum Roof Panel 04/122024 No Yes N/A -MIA/ 25 29 Ga. GulfRib Min 29 Ga. GUNRib over txi Wood Purlins veer 04/122024 No Yes N/A -NIA/ over 15f328qum; Plywood-108.5PSF 75/328qum; Plywood-123.5PSF 2 0.O328quot; Aluminum Gulf Lok Min 0.0328qum; Aluminum Gulf Lok t68qum; Wide 041122024 No Yes N/A +N/A! 26 29 Ga. GuftRib Min 29 Ga. GUIfRib over t5/328qum; Plywood 04l122024 No Yes N/A +N/A/ CINft Rom Penal over 15l328qum; Plywood •716.OPSF-146.OPBF 3 18quot; 24ga. Gulf Snap 18qum; Cwif Snap 24 Ge. 17dq,m; wide Rom Panel 04/722024 Yes Yes N/A +N/A4-731.OP5 27 29 Ga. GulfRib Min 29 Ga. GulfRib over tx4 Woad Purlins over 04/122024 No Yes NIA +N(A/ over 15fb28qum; Plywood 7H68qum; O.S.B.-101.OPSF 4 18qum; 249a. Versaloc 18qum; VersaLoc 249a 16.58qum; Witle Roof Panel 04l122024 Yes Yes N/A +NlAJ 28 29 Ga. GUItRIb Min 28 Ga. GulfRib over 71168qum; O.S.B. 04/122024 No Yes N/A -NIA/ over 15lJ28qum; Plywood-738.5PSF-116.OPSF 5 18quot; VerseLoc .0328qum; Aluminum 18qum; Versaloc min .0328qum; Aluminum over O4l122024 Yes Yes MIA +N(A( 15l338qum; Plywood -101.OPSF 6 iSBqum; 24ga. Gulf Snap 1.58qum; Gutt Snap 24ga, 168quot; Wide Rom 04/122024 Yes Yes N/A +N/A/ Panel over 15/328qum; Plywood-7160PSF Search Gireda 7 1.58qum; 249a. VerseLoc t.58quot; VerseLa min 24ga. i68qum; wide Roof 04f122024 yes Yes N/A +N/PJ Penh over 75/J2dquot; Plywood -123.5 PSF Code Version: 2017 FL a: 71651 8 28qum; 24ga. MagaLoc on 24 Ga. 28qum; MegaLac 188qud;.wide Roof 04f122024 No Yes N/A +Nita Application Typo: ALL Protium Manufacturer: ALL Pena! over 15lJ28quot; Plywood -708.5 PSF Category: ALL Subcategory: ALL 9 24 Ga. Gulf Lok Min 24 Go. Gulf Lok 768quot; Wide over 15fJ28quot; 04/122024 No Yes N/A +NiA496.7PSF Application Status: ALL Compliance Method: ALL %�OOd Quality Assurance Erxlty Contract Expired: ALL Product Model, Number or Name: ALL Florida Department Of Business &Professional Regulation Papa+m+ Florida Department Of Business 8 Professional Regulation Paps 1 m 1 10 2/ Ga. GuitSeem Min 24 Ga. Galt Seem 188qum; Wide Roof Penal 04/122024 No Vas N/A +N/A/-93,SPSF protium Description: ALL Approved for use In HVHZ: ALL arer 1x4 Wood PU�ins over 15228qum; Plywood Resistant: ALL Build' Coda and Standards +/srm,a Building Ctxiea and Standards 7192a78 Approved for use outside HVHZ: ALL Impact � � 11 24 Ga. Gulf Seam Min 24 Ga. Gulf Seam, 1 3/48qum; Snap lock, 041122024 No Yes N/A +N/M Design Pressure: ALL Data From: ALL 788qum; Wide Roof Panel over 15/328qum; Plywood -708.5 PSF Date To; ALL Product Approval Application Detail Product ApprFLSIUAM oval Application Detail 72 26 Ga. SV Crimp Mn 28 Ga. SV Crimp Rom Panel over 15/J28qum; 04/122024 Yes Yes NIA -MIA/ Plywood-156.5PSF 13 26 Go. 5V Crimp Mn 26 Ga. SV Crimp over 15/328quot Plywood OM122024 No Yes N/A +N/W-131.PSF F73fafRla 14 26 Ga. 5V Crimp Min 26 Ga. SV Crimp Rom Panel over 1x4 Wood 04/122024 No Yes N/A +N/N Purlins veer 15/328pum; Plywood-156.5PSF se.ft Enft or � tDow PUKHM � I� Entibf � 1� )� ) 2cArma & License Submitted FED Accepted migailifigififififig Corded ancestor A Lk- 0 15 26 Go. Gulf Lok Min 26 Ga. Gulf Lk 168quoL Wide Rom Panel over 04/122024 Yes Yes WA +N(A/ lj(g yapjpg types E.1.![ VNMYtd By y� 6oarmml >)� lypg yg�pValidated By yu�a Ata� $4itY, 1573289uot; Plywood -161.0 PSF Revision 2O17 CAST-CRETE UBA, kw Craig Partino MpmWada BGCO -CER. MtmFWda B(.`CO-VAC 17n472O17 1a'itY2O17 1iR112O1T Approved Revlslorr 2017 CMmIVrMl Gna4et Produma,be. Robert CBIe TF1UY H. NUYNN John Hay 1OI14/201T 10/132O17 ilt/28rLO17 12/12/2017 Approved 16 26 Ga. Gulf Lok Min 26 Ga. Gulf Lok 168quat; Wide Rom Panty over oa/122o24 No Yes NIA +N/A/-63.5PSF Catgay: Structural components (813) 821d841 (706) 3162590 l.abgory: Structural Components (87S) 8593707 PE-BO122 (352) BB8-5311 151328qum; wywood BuflCab(pry: Produces Introduced N e Raub m epemrro�uNaste.00m auM:alepory: Products kdroduexd N a RNuk m Pmra+�NarayahoO•wm 77 26 Ga. Gu1fPBR Mn 26 Ga. Gull PBR Ram Panel war 75IJ28qua; 04/122024 No Yes MIA «NIW New Teehnobpy New Technology Plywood -754.7 PSF compliance Ilathod: GrtlMptbn Mark or Lptlnp CNrplYsa elNtlod: Evaluation Report hen a Retee•R4d Products Florida Rsptterotl ArehBemaalJarteetl Florida Professional Engineer Eaa[aritl.6ti!!a Approved far use gp� Dtll. t1Nne.Ne Prodst �,f Product Yodel. Number NormProduct Description *Exohztlm Deb a ID.tllRtJZ outside ! PS>m71R 1 Fggt Strength Gnaet Lbtt 4, 8, 8, and 12 ben wide Mdet O&i 112O18 YN YN WA WQmKW Assurance Approved for Uss A AppPaiducit Madel. Number or Nam Dmcdcdm Out" HVHZ rovfor ed lta 1O1cAdw � 3ka11 P1� lB.kB@ii i CwNy Preoeel or Commerdel Concrete Protluet ProcaN an4 PraCeeaed Concrete 1Jmet 051251202/ No YN WA WA C. s r i I�� fly �3 �5��� �� ,e �3�����