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HomeMy WebLinkAbout3208 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 —r — PA1.1 PRODUCT APPROVAL NUMBERS ABBREVIATIONS --L 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 FE El HB Hose Bibb SHT Sheet BRG. Bearing Cir. Circle Clg. Ceiling Int. Interior Kneewall S.L. Side Lights Spruce Pine Fir 0 FE 1:11:1 ❑ ❑ ❑ CJ Control Joint KS. Sp K.S. Knee Space P Sq. Square Col. Column Comm. Community Lay. Laundry Lay. Lavatory S.Y.P. TB Southern Towel Ba Yellow Pine Towel Bar MMD0F71F[7711 0 Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile D. Dryer LL Lintel Length Thik'n. T.O.B. Thicken Top of Block ❑ FE 1:1 ❑ 1:1 ❑ ❑ ❑ 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. TR Top of Plate TOWEL RING Dbl. Double M.C. Medicine Cabinet Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp, Disposal Micro. Microwave Trans. Transom Window z Dist. Distance Min Minimum Typ. Typical 00 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 7t� Ea. Each N.T.S. Not to Scale v. Shower Valves E.W. Each Way VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical N Elev. Elevation Opt. Optional V.L. Versalam i Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer a FBC Florida Building Code PH PHONE W/ With Fin. Flr. Finished Floor P.L.araam ll P W/C Water Closet F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor z Flr. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant She WP Water Proof oFlr Sys Floor System PSF Pounds per square foot 00 0 REVISIONS 0 J N 08-20-15 1.0 NEW BASE PLAN I rb 12-8-15 2.0 ADDED VAULT. CLG. tv 12-28-17 3.0 2017 FBC UPDATES 0, 0 MEAN ROOF 15 FT. HIGH TYPICAL 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. FOR SINGLE STORY HOMES a MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID 0 FOR 12 MONTHS AFTER THE DATE IT 0 ID Cn IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors 0 It is the intent of Designer/Engineer listed in the titleblock of these o documents that these documents be accurate, providing Licensed car Professionals clear information. Every attempt has been made to Y prevent error. The Builder and all subcontractors are required to U o review all the information contained in these documents, prior to i IEW DATE� the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations PREVAILING_ BALL r^oMPLY WITH .4WORK. � CITY OF ZEPHYRHILLS I�� ���, undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the N information found in these documents. Any questions regarding t �TIN� " L '^'�""' M NO �H �I"I� � �,i�PHYRHILLS the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. N Payments will be made in accordance to the terms of the agreement. M (D` z_o z�z aC J r� C �Vt,� w \ 'W t� p .V — O w WE r— N i� to o 0 U W F— 8 N M m MM 0 04 = L LL- W 0 U La 0 � Q rn Q d Al I ®® N C B D C \ JV- 66 trf — co S E s O • - m N -1 '1 cCu W W « .n = „� rA oa 15 `'�Y�> O,� o !mot �"�•e a� o�N ate., !fie C� E 3 ,c� k{ 10 �1?jrIlm iie 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 seat is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z (N (D N CD ll-- I M CD M Q Lf) Ln CL in . V- C") <C LL C)" M Q00 ce U 00 Q E Z WJ � J oz �o w z¢a z� VZO0 Z W W ly 0W Z 0 J >-dO�o o � V LU W p Z O zz ( _ ¢ o > � �z 5� Z � cr a M w F- > o o ° � Ov a U = (o a o� u_ boo o¢o� � INS Z�z� oowo Za w o Lr) LU L a OZU U u ,-� M Q ZWz k N �j �' i m Qz J = a z .—I a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 4n0 SHEET NO. C S Z w a T D /_@) H.B. I I 0? I O36 it 6"D 36p er R&S -- -- ---- BUILDER TO PROVIDE F 1----------- INE I I ito y W.H. APPLIANCE I I I I I I p PROTECTION I I ` OWNERS SUITE �• I I 2�_6" WHEN REQUIRED PER FBC I I I ■ B •�. CA CLG. 00 CARPET TIE CARPET 2 CAR GARAGE I I I f I � I I w) W 17'-0$„ I r —� - T, 8„ IY I 8'-0" CLG. 20'-o-„ I I 1; 8 -- —�37 �,� M W 2668 I 1 cc I O I _ _ HANSON I I d l l I b; @ BOX 36" I EDGE OF SLAB 2" 1 I o I I o - - — - cc A.F.F.I BEYOND WALL I w I = I 1 I i9 60"x36" DRYER VENT K? S3 I w I N SHOWER THRU ROO I I I >00 I N S I (4) 2x4 #2 SYP STUDS FIBERGLASS "'v — &S t1 I I o I W/ USP HTT4 @ BASE RROU 1) T I/ 1 I I co I I I I I TYP @ 1 STORY , -- -- — PT. W OPT. D I A 5'-4" I 4'-0" I I S3 I/x P I NOTE: FINISHED II Q(A I j� WALLS TO BE I I I i IN i. I mole AHU �' L I FLUSH. VERIFY IN I I H7 ifl I I FIELD. I I - U r`TILE L ----- - - - - - K (4) 2X4 #2 SYP CC D00 S3 STUDS W/ USP S3 S3 _r �$ 8 8 HTT4 @ BASE _ I FAMILY R M- R.A.G. r - O M 2:12 VAULTED CLG. _ 9'4' CLG. CARPET 3068 -� I o T ^,� _ 9'-4' CL � I`I A 1 ENTRY - cpLO LO 23'-O8, in 3'-10" T-8" 10'-10$" ;n + 5, 6„ 75. 4, 8 -0 CLG. AT T-4'_ -T I I I I —HDR -------R&S------ R &S 2668 — — — — — — — — — ' 6-10" N '-42668 4-78-8 Ir -1 14'-6"4.0" 54" T6 10 CV I 5068 B.F. I A. 4068 B.F. m _ -- - OPT. I o I o REF. -r BEDROOMS"cL�. CD M00 �Q w �o T PATIO CAFE I CARPET BEDROOM 3 N �� J o BEDROOM 4 b / W---� C _� - o a cn co 8'-0" CLG. CARPET N � � D.W. aD 19 :3 3L 24 1 I 8'-0 CLG. ! � I �, 8 -0 CLG. F- Inul �w - FILE `� uj O / I ,- Q N > J U _ — j co CARPET I I M�� CARPET �J w *- SI Kw! ISP c°Do Imr3 20'-68" 1 ,_ 2 10'-4" '- 10'-42' 2,-4, 1 Ho 1 2, 15, I oa 2" 1 co — / / 1 00 TIE _ I04 N ro`5 P NT Y 0-Mao `' m TYP @ 1 ■ — =�uw cn r- �COo I STORY �,� / o FLAT 1-. Loz I I FIBERGLASS I A 36 v AC PAD / / I -- ----- : 0 0: ---rl ,' -'- 16'" DEEP i SURROUND o N S3 N 25-SH EGRESS co 15'-10" 25-SH EGRESS O WIff-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 1/4 LVL 2.0E Fb=2600 PSI H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2600 PSI H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2600 PSI H8 (2) - 1 3/4" X 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 184X25i S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20 X 50 1 18 4 X 50 S.H. 15 20 X 63 18 4 X 62 1 S.H. 16 20 X 72 18 4 X 714 S.H, 432 27 1/4 X 26 26 X 25 4 S.H. 433 27 1/4 X 38 j N/A S.H. 34 27 4 X 50 1 N/A S.H. 433 N/A 26 x 37 1 S.H. 434 N/A 26 x 50 S.H. J 35 27 4 X 63 26 X 62 112 S.H. 436 27 4 X 72 26 X 71 1/2 S.H. 22 37 4 X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 1 36 4 X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37 j X 72 36 j X 71 112 S. H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 j S.H. 33 54 X 38 j 52 2' X 37 1 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 4 X 62 J S.H. 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • 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 112" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" �A +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 D) +28.3 / -36.4 +26.6 / -28.0 +26.6 / -32.2 OG SEE SN SHEET / SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE +34.0 / -44.8 WALL LEGEND �t♦1111�11111111� • 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 "Al" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL GARAGE FRONT ENTRY TOTAL AREA 1936 416 20 2372 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN, (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 .- o -- o N z _d r� ' 20 V) 0 crs w C� 'V — I.0 O � m — I0 Cf) U) co Ct3`® o 0 m '�• U w E 0— a p aim N M co c' co co cli 0O ai a)�00 D �NaM CD 10��11 <C rn o v M<0 NC9DC t�- ��S�yO `'es IuLU 41E�� 00 v,.. • rz , L.L _rg 09, 0 s �' � �"��!� •gib � n�, To the best of the Engineers d' �}information, and belief, the structural plans and specifications contained within these drawings comely with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O 0 I> J) M <i�M� d. U .0 Ln Q LL �U� a E� 'S z m WJ C:) d- 0, d' O z d <a F- w '1 8 0 UZ Z 0 z Q = Z ZLU (DOw � J a. art2_ O Li N m L ZzZ z rY 0 Q U 0 zZ O M O U U)LU � ¢ z Uj 89 Q0,0 0 uj N a a < Z Q � J Wgza Q <Q zi z 5� W0 w lr) Lij a + o z _pc": IJJ cc Q z �, o z o 2 Lu a F- 8 QujZ II� 01 z a� toZ m N z U aZ O 06 g = .-I a cn I III SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. 1.0 9'-11g' 2'-84' MIRROR C9 O z� d cn C9 Ca o W O � ~ o � a cis �— ca o m W � N co C t6 M CO N U = Qj U7 U L tL � 00 � n��oa rnrn¢o� o ® N`,C�B,D,C i q i Im w HEEL T.O.M. HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) 12 5� 12 5� F.FL.----------`—---------------------- 14'-0" RIDGE VENT 12 �5 3 TAB SHINGLES. ROOF �— INSTALLED AS PER MANUF. �— SPECIFICATIONS i, p„ El[:] FL71� 0 El 177E] EIEI IF77 LJ 12 �5 15'-0" RIDGE VENT FRONT ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS LEFT ELEVATION - Al 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 / SQ. FT. ch M �g z (D t/) 0 � w _M p w O I- r�, t%i o 0 Co t— V LU N M Ot N M cli ® U caam,d O p ��00 �Q00 0 mill cC LO o 74 rn Q o ® x c,s Dc y�yb ''•'�'(Or. t L U � .51 M L,L hl ja.S m .-' 7 C U N • , R.:' NJ o� E S �`A. a Ci •}�L`5K,1.•�`6 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O zo 0 > U-) M O M Q Cn 'p Ll) U.) r2 Q- LLLLL L!) 0� U aOC) Q %.o Zfo W JC:) Oz O �Q LLI z a a cl)w¢�& Z "zo0 O Z W W �a�z a r o ■.. oz 01 W aoz > T1 u0i 1z 5 a Z M C: Qo a o = p` QLu z f—FO o;� o J z ¢ O 0 v O w �amc z¢�a fV w`a`lza� c�¢Q Q 3 o � � m Z a o Z W r�--I Ln w � c<9� J rlLLJ ,,,1¢-wo !I,) `a, ri M Q Q Z °'~8 ZWz — tua m g T z 4 z O^i ` .L rl d cn z SCALE ; AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 4v0 SHEET NO. 3.1 b rn N I 00 i' it 2 co 0 co 0 Cn N 02 tR N a E E 0 a c Co v A_ I DO c at 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS Tntnovi — 12 5� 15'-0" RIDGE VENT 12 �5 EXTENDED OVERHANG TO BE CENTERED - ON DOOR 14'-0" RIDGE VENT 3 TAB SHINGLES, ROOF INSTALLED AS PER MANUF. -� SPECIFICATIONS 7TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 REAR ELEVATION - Al T.O.M. MDR HGT. a — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED TEXTURED CEMENTICIOUS FINISH ON C.M.U. CEMENTICIOUSISHONC.M.U.2-0" (nP) FINISH ON C.M. (TYP.) F.FL.--------------------------------------------------------- � RIGHT ELEVATION - Al 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. c9 zd E3J U) z V) (4 w M p eU — w 0 ~ 0 0 Cn V t11 t— 0 aM M c to M N _0 co N momUCD = O 0 L lL 600 0 QO / \ W N V �i O f4 00 U) < rnv 0Q v M ¢ o AlN,C,B ®°�i� D.0 vV ♦ si- •. m `n N ij �af N,@•.aa a M E eeeo e° p oo •�' M AAA ,Lu •gym LLec* e f? ✓� ESS\O To the best of the Engineer's k ,information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O z� 0 t\ "a_-'O c)) z > ro ` re) a -0 U-) a V) — V- Ln L_ N z fl" M oC V (0 <C 0 E Zfu W J � d' A Oz o 12 z d wa x� z 0 UZ0O ZL,W� Uzz � W_ Z Q �gz- �2o W SW�o m L J w o z z /Z1 V Q v �z LL C, a M W Ln3 o z �¢ <C I..L Qct I-' w � CrWvomaZN A ¢0< LL �¢J a Qa Z o W LIi a a00Z 0 J r-I LJ 1 Q = 8,u 2a8 rl M Z Z z N tz 0 00 g = a Z r, ,-'I a to SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 4wO SHEET NO. 3.2 2' 1" 2" *NOTE: VARIES 1'-10" 12' CAP CAP iv iv FOAM TO BE USED 1" RADIUS M ONLY WHEN REQUIRED BY °IN 112" RADIUS 3 1/2" RADIUS "IV (o <`I 00 `D COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" F iv 4 3/4" RADIUS 1'-54" �' BUILT W/ STUCCO. 1/2" RADIUS 1" 1" EDGE OF it,-4" VARIES MIV fIN 1'-0" 1" OPENING VARIES 1'-4" 0 21„ 2 12 VARIES Cv VARIES = rr 1„ 1 1/2" RADIUS 4" all 3a a 1n 4" 42 c7c - - - 2 1/2" RADIUS c> Mld' = rl� _ - r 00 (I"j MIC � VARIES 1z" -IN C'7 32, 32" 1" - CO N r 3" '- ,,, ,,, 2 1° i:-T BASE BASE 3,, 3,, 4 Z9 I 12° *NOTE: VARIES 8" 2 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY 1' 6„ COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE OPENING VARIES 2„ 2„ 2 _ �N 1" 1'-4" 1" r� r� BUILT W/ STUCCO. 2a' EDGE OF OPENING C „ 6 0 1-1/2" THICK 1-1/2" THICK , N rM 21„ 4 _ 10" 6" N =1d r `i may- -IN rld' m 3„ 4 2 N 2„ 4„ 3„ 6„ 2„ 2„ N IZ fn IY rM 3 -o 1-1/2" THICK 32" a=i 24' _ -1� 2'-4" 52- l -N 1,„ 3„ z'' - rM 1„ 54 N 4" 1 12' Q VARIES VARIES 00 / 2DN:1 w 22„ Q > M OPIUM rn VARIES VARIES � 8„ r4l" x oOPTIONAL J I 00CD �ti 6" 4" KEYSTONE F11 0 KEYSTONE F11 00 OPTIONAL M i 2 44 R4gY" 3„ 3 13" `�`I 2 4" GARAGE DR. OPENING 3„ 4 4" WINDOW OPENING 4" a 4" " 2 NOTE: INSTALL OVER STONE, TYP. = VARIES • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH ro ' • • • FOAM/ EPS MATERIAL IS ACCEPTED tR NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14' 4" 14' 12' 2 -1 1 4 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 66 53" 1'-12" 54" i3'-8" 4„ T-0" 4" T' c i iv 1 „ 10" 1, 4„ 10„ r b E = 0 00 N - c CV _ co -- 1„ o 0 CV U U m - - C? • rL fM C7 i— 12, C14 1 GENERAL NOTES: 1.5 LBS DENSITY STYROFOAM w 0 ACRYLIC SAND FINISH H 0 fM l — a Cz Ch w X _ p O � o 0 m " U N CO F — E LuL6 - M — 1 O o 0 �oo CL Y < U.)O V CL Q O H nC ® csQ N O M Wiz a�'a Z p a z LIT Z J W O- W LW QgCDM Cr tZt�� m LLVU)' w co 04 0 g o rn $wQ W Qcvy m m ¢ Im 0 N M O V J O U F-- ❑ 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 forthe structural engineering portions of the drawing pages bearing Engineer's signature and seal. A 0 z cV O r� to c)G H (� M M ¢U-) foU17 a cn •� d- CL z � U "I '-I CL 00 z § E z W� -jo d' O Z �o Zga ¢g IQ W 6 K Uz80 zww� O w Z 'yc Oa' f W >-aOu� U 1 1 � L W Oz ZO Z >, T� Er o 0 �a U Er Li W f— o� �°o 0 \< gY� LLJ °-- u2 N oao¢ N WIZ¢ Q 8 z Sao W L0 LLJ Q W � J rl Ulf `z a M z �~~ W z � NM Z t �Z z Q LIJ J O w SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. F1 a=i s 00 0 N N a it CD x DO 0 J N m CD E 0 x t" ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER MO 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 NEMA1 200 AMP 14 copper to lights & outlets 12 copper to 20 amp ckts 10-2 copper to WH 10-3 copper to Dryer or 410 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2014, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2014 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2014 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER FfT WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET ® SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH '4, _ FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE LED LED CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE 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) 0 PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ]M ELECTRIC METER awl_ ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ^®^ ROUGH -IN FOR OPT. CEILING FAN '✓ J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT I C.M r Y )�I PA IO CAFE WID N.B. GFI DISC. OWNER'S SW� ITE T ROUGH -IN FOR / / OPT. CLG. FAN/ LIGHT PRE -WIRE / RECEPT. FOR ALARM SYSTEM • .. _ LIEN • 1. Vjl IN If FAMILY RM ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE I GFI �- GFI C —---------] GFI i i- -- I I I I ' I D.W. L___J INK / DIS I T \ PENDANT AS PER SPECS \ T LO DEDICATED RECEPTACLE FOR MICROWAVE RANGE HOOD PER SPECS JIC VERIFY METER LOCATION WITH BUILDER H.B. IRRIGATION VERIFY LOCATION GFI @ 44" A.F.F. W.H. ELECTRICAL PANEL O I I I I 2 CAR GARAGE I I GFI FOR GAR. DOOM GFI GFI @ 44" A.F.F. I I _ I I II I I I I I 11 1 — / GFI @ 44" A.F.F. ii ill ������I,%11l11111111111111111111�111111111111 r w _, • I� •. _ BEDROOM 2 BEDROOM 4 BEDROOM ■, n I -• FOR El N."-• �■ • •- "14/- PRE -WIRE FANI ��IGHT PRE -WIRE LIGHT 11 `1 ' I :••- • 1� .. MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" Z o _ C> Z � Q J Vn) (� , � �7 w Q OLn LLJ Vi to 0 i� U LU E 03 M M m 8 Mal T 'C 0 0 O = N N U L E W 00 :5 - cu O Y III II11 (D ffuVuV PP O) C0 aO �C Q O B I N -C *71 C=> N N Z O Z M M LL � N �/ Z_Mr— U) LL if (n fV W - m N ai W !Z W a W _ Z 0 cr) z EI Z " ix C> W aQM� 0 o CD To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code- Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z n 0 .N � O H M O M Q U-) fo 0^ �'- U_ CL U ru 00 Q § fu Z W J to oz Zaa Z J oQ-o ZWw� M � z J �2Orn < U o-woo � o L Z Zz > V • i Z M J vt 3 w o Z UU = O Q a Lu Q >� a90 LL Q Z Lu � J Q Z O 'L W 209W gut Z J a�oZ LJ J toQZ o r-I M Q <( Z W i5 � �uJZ Z �ce o' N Z � _ Z J0 ¢W 0 00 ,-I a (n SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO- 4nO SHEET NO. 4.0 d Q a`> N Z O00 O J C" INC" Q 00 O 0 ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %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. to (D t2 o O z� Q J f2 (C a) w t'6 O lU E O 4 m tJ W ~ 8 N M Ct M M C N 0_oo — $ _�00 -00 III Y 'J�iqq 03 v' d BD. EFTS IV fit ¢O dtr.JOy i lea ' �' u_ `o •�' C3. Q .��U) C Jr-2. 2 &. •e LU �� z ga LU N fdl dlfll 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 Z o 0 O a) N > V) M O ,� M Q � � 'a_ Un0 ~ Q C U_ i— CL f j oC U Q 0000 C( E zfu W 11,0 J Z w z°Q rz~ wQ�(r UZO0 ZwwK S � Z Z t Y Lu J o O��zO L y PVT' w O ZZ 0 � z z Ce � a z M V3 _0 z o z o = f — 0„• w 0 a 0 f- -1 U C, Q_ 08, N z¢Q Z Z W� 2 Cy a w 0 � Q z U w¢F Wiz rl M Z vi z O oN'o g = z LIU rn ,--i a to SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 5.0 c c d a it a� o_ 00 0 r- N 1 00 i x rn N S 00 C] N N C E 0 w M V-6" 1. 5,_7s, 6,-4$„ 6-0" TYP @ 1 STORY U.N.O. A S3 55'-10" 6'-0" 6'-0" 6'-0" 3'-0" H.B. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ BUILDER TO PROVIDE APPLIANCE (2) #5 REBAR O 0 0 PROTECTION QUIR WHEN REQUIRED D I VERTICALS w/ in I FILLED CELL .. I PER 351-4" I 3-1/2" MIN 3000 PSI CONC.N CD i SLAB FOR HERNANDO I, ^ 1 1# K iv I COUNTY ONLY `� !! 83 T J S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 21-74 4'-9" 4'-10" VAPOR BARRIER ■ CJ :: 1 -GJ : C J , — — — — — — — : — — — - — — — 5' -3" 1'-10" 3'-6" �N :: 1 O I . o A. 0 `° I I P .WCN -3 1/2" � PT. I � M M 2'-6"x2'-6"X1'-O" FTG W/ (3) #5 E.W. S3 _ _._ H. 35" SLOPE 7" '-1 Ile fd' T 2'-6" x 2'-6" x 1'-0" N : ;TAH , I VERTICALS W/ 3 #5'S E.W. ( ) TYP @ 1 STORY U.N.O. A 66 CC S3S3 FILLED CELL 60 CJ CJi. ......... .. ' 44�4' o do = 00 .... . . ......... .. i i — 25'-10128" 9'-5i2s" ■ ■ - T v 50 2'-6"x2'-6"X1'-0' FTG W/ (3) #5 E.W. INDICATES FILLED CELL w/ 3000 PSI PROVIDE %2' x 9" CONC. GROUT FROM FT. TO BEAM RECESS FOR FRT. DOOR W/ (1) #5 REBAR VERT ABOVE SLAB ( �4' SLOPE = L S3 (9 LO 4' 0" 4'-4" 4' 6" TYP @ ALL PLACES SHOWNV—HVACCHASE TOP OF CONC./ PAVER T BE 4" ' HOOKED FTG. DOWELS 5" EMBED BASED ON 0'-0" BELOW FIN. FLR. ■ " : ■ ■ W/ 25" EXT. ABOVE SLAB "GRADE 40 1 % LOCATION I ................. ' ' ::::::::::: ::: ::::: STEEL„ � � • •_._...... :::::::: ... ... _ « ........ ...... i . 4'-0" / 16-10„ 12,:10„ o o 10 STEPS AS PROVIDE 1 %" RECESS REQUIRED PER FIELD FOR SGD. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR OPT. " """"""""" LOW WALLS ic�: i0,-104„ CONDITIONS . ■ WIDTH CJ ------ CJ _J_' ' CJF-_ CJrREF. + _ —r—==� _-- __-___ __--- :;r j — —j ° Ij TYP @1 CHASE TO ISLAND 7111 .. .,.... D.W. I � C f I STORY U.N.O. iv o I I lit A 00 `O I SINK'NI DISP ; ; f `o 3 1 /2" I L � — 2'-9 � j / 16'-0" 4' 6'-10" ..... I :: 0, 0„ ' :: O I { II : ■ � I t q .......... ... .............. ............... .. TYP @ 1 STORY H.B. U.N.O. A S3 5'-4" , 1'-98" 3'-2$" 5'-0" 5'-0" 5'-10" 3'-10" 6'-0" 6'-0" 3'-10" 2' 10664 5'-1164' 5'-0" 5'4' FOUNDATION PLAN 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 SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH r1/8" SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN v •'LLJLU CONTROL JOINT DETAIL SCALE:1 1/7=14" .: #5 CONT REINF. SEE FND. FOR QUANTITY rL.' #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. ':.:: • ,. -., U.N.O. :.:: ; :: :;, :.: '• **Alternate: _ ; • The reinf. bars shall be ;�; 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" U z_M 0 Z CO z Q a U, zL= V) (9 cn w w � � 1,E 0 o cn '- ULU 0 m ti a� O> M F— E U 10 C N 0 O p _ i U coC,YjZ cti00 Q rn � 07 0. rn Q o [[pp M1' IN, e_ "ll E. N CnB tell r p a. rM Z C od�� Z eo C,log 'fir of".:LLy Sq o C`� • E cp �• m<" °O vi�r Z .....•.° LL LU G±rE R o fr,slltim �❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O C) Z 0 N I/ -I O M Q U-) Lf) LL V) a U �- 00 3i E Z � W � d' �Cz o w Za 4g f z Lu oo-0o J ZwW� ��Z QZ U ZLu OL o� Z 0 0 � W ALL- N �•- Q z z U z (3) M o o z -a � u- o U 2 (a 0Lu Q <� J UQ�W �ao:Q N Zoe Z ,�` � D W Ln auo o �L Q Z rl M Z z Lu QLuz m zn Z ° 00g = z uj -v--i 1 0- LO SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION N0. 4sO SHEET NO. 6.0 (2) 2 A11z, A S3 CA 1 U U ,n m CJ 1 U U A CJ3 I CJ5 I EJ7 EJ7 S3 EJ7 ' I EJ7 EJ7 (2 X C;,n CJ3 CJ5 EJ7 (2) X ¢ Q Q ¢ ' ; Q m ¢ :: •. ... :: ; • ... ... ... . . •,N —e— HEJ7 1 . '. •. •. •. ¢ . ..•.•.• Q .•. .• . . . .•.•.•.• . ... . . I EJ7 EJ7 EJ7 EJ7A _LO Q EPA 3 EJ7A EJ7A m ¢ . . Q ¢ . . . . . U Q . . . ¢ Q . .. ¢ . . . . Q EJ7A EJ7A EJ7A ¢ O Q cV ¢ m Alm r rJ� 7 ,• EJ7B W m I EJ7B U U U U U CJ5B c CJ3A A' U U J U (2) A (2) (2) A S3 A A r. UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8-- 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 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.11810dxl-112 HTT4 2715 5/8"ANCH.12010dx1-1/2 J HTT5 4350 3740 5/8"ANCH./ 26 10dxl-1/2" HTT5 3225 5/8" ANCH. 1(28) 10dxl-1/2 K HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L D B * 4505 5 5/8"ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 718" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1 /4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS ^X^ HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1 1065 605 12-10d SPT24 1030 12-10d H P2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (B) (B) (A) (+ t OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW, FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (B INTERSECTING POINT TO BE FASTENED WITH 2 - t6d COMMON NAILS OR 0.128" x 3"GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH H THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR PLY LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN IM CD Z M 0 CIO Qo Q a U, z V) w � p w O ~ 17� 0 U w �Epp aD M cri Cl) C � Cl) N _ U uin 0) O - U- -5�I o 2 Q rn¢ o ® N-C-B-D C o r �111 M FJ c`z a' .' C Nm�m S r9 �� °•... �•m � • Z z ILL N /6 Willi 1, �, OHO To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z CNJ 0 � � O M 00 Q 'p L r) d CL ( n • L a� u) < Q LL \ n oC U ril a OC) Q z� W cz �Q Za <¢ r z wa.,- UZOO Q Z W W (If J oWz a -o r� S�z© Z Z O G U w C1,0 z LL Lo Mcr z -0 L O o O J Q U = (� � L.L. —1 LL.. LLL o a ° o F 0 N A ` Ir ZaO�< W l J U' Q Q Z h 2 Sp- L 0 W J T1 Lu a az UOW ¢LLo C G GQ Y Q Q T"I Ol Z Z �W N Z aaz wz m oo :5= ¢ z T--I 0- cn g SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. 7.0 9 d- rn c 00 0 J rn N 02 N E 0 DO w GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �1 .0 Safe vertical load Safe horizontal load — I GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F441B/iT8F40 1B/1T 8RF400B/iT 8F321B/1T FORM do GROUT SOLID d i~ LU i J O #5 BAR CONT. 8F12-1 B/1 T V' LINTEL DETAIL SCALE = N.T.S. i F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1 T U ¢ tNOMINAL. t QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL HEIGHT MATERIALS cc precastl'intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 .(1) IN. RE AT TOP (1) REQ'D 1!2" CLEAR ALTERNATE POWERS STEEL LINTEL a d O d ° d d ° .M,U. #5 REBAR AT TOP Q D d ` d MIN. (1) REQ'D 1-1/2" CLEAR d ° GROUT n J Q L d Ln 1__tr 4 C.M.U. 5 REBAR AT = Ln I j 4 — ° O BOTTOM OF a Z to Lu LuU3 O LINTEL CAVITY Lu Ln 1 \� OTTOM C1Td0Z REINFORCING PROVIDED IN LINTEL Q ¢ C7 in Z LL W 10 ¢ _' O � N D D Qo �, �o #5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) U)Lo Ira ✓ 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 coaling. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=1'-0" CD zM 0 — o Cl- z V) (D Q) cn w �U — w O Ln ~ 0 c ri U o 0 U �M 0) Cl) _ '— E N — U MINN O o LL 00 j 00 C' f` _�e Q��Qo Lo 0 �r AlI N•CaD,CNfx1\s L QQppR�r xaOO ® 9 Y°Co y S � 'Np 5 C 41 J O e�i y/�rvy� :: w• y_a.. � LA I r C������ m' LL Wr�gg�o o ,mom �`"' � �eii`s��'atff 0,, To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal, c) 0 Z t11 0 .N 1�1 0 M Q C- Ln t2 •L in LL Z C) U a 00 E � � z WJ C:) O Z JQ uJ Za Z- bZOO ZLwlr D Z Z � L4 W a �ceo oUluJ J Fm-� Lu ( ' 1 Z �W/ T Lu a LL � M F� o O .a J o J Z V _ fa 0- � 2 ;LLI �- W PRO F�' .! Oa a J ¢ O ¢ Q Q ¢ ¢ �:: ~O�g� �O z O ¢ 0 W=moo Z LU Ln °' D g C : J r-1 UJI Q Z u, 0 Z o ��� rl Ol Z ¢az Z m Qz LU < z Q 00 a SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO- 4mO SHEET NO. 8.0 -i 0) rn c v 00 0 J N 00 I- ai E 0 x a LZ I 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 TO REPLACE CCA-C. MANY OF THE NEW 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 5/TMS 402-16 & ACI 530.1-13, ASCE 6/TMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 6th 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 N FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A AND U 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. 3.2. 2 ALL RAILING AND GUARD RAIL SY TEM'S ARE TO BE DESIGNED T WITHSTAND A RA NG A GU R S 0 HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD F APPLIED VERTICALLY W WARD AT H TOP F THE GUARDRAIL 0 100 PLFA PLIEDOWNWARD THE 0 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 A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE, 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 X. GROUT FILLED MASONRY: �„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4, 2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. 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 15132" 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc 500 PSI (PERPENDICULAR) Fc= 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4. 7, 3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4. 8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ad. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / 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 including all users and spray heads shall not be installed within V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 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, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8, FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FBC-R R318.1.5 - C ncrete overpo 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 pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FBC-R R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FBC-R R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-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%" 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. NOTE: ALL HEADERS BEAMS ETC ARE TO BE SYP #2 OR BETTER AND R M O I CR L O AM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. zC) 0 -o z� J a. z � sn W � p W /� v ' ~ fEp/1 m v a, co co W F_ 8 a ca M O CO N _ t�� C Q o� 00 v rn Q o A ®W. N C B.D C .�..-...e..> B �e E 6 f .,� " � fl : � .c L j : c' Zs` gQr.E Q F I �j Ooa ZLL . < f N - •a . aN w ss W '' J To the best of the Engineer's knowle ge, n ormation, 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 ofthe drawing pages bearing Engineer's signature and seal. 0 O Z r4 O 4-J C) > V) M O Z M � (6 L^f) a U.) r "r Q L_ LL CL M < V a00 E ­ Z W J � d- J .Z o � o< Za a� UZOU OOWU Lu w� 5�zz Do�W aw0,0 ce *-1 SFo L^l l� w W Z W Q U 04� Ce C: M -p C: OC Z U _ fo F_ o� X O U U�ma oao< ('V C/� i�<Z3 Q a a 0 Z oo��e w u o Z W .�1 Lf) LU < a '0 ��1Z5 �aLLo J rl W `L Q 2Zv Sala- r� M Q ZZ =�Z N Z Itj FZ m 0 06 :5_ ¢ z T-i a (� SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION N0. 4nO SHEET NO. SN J V w J m a ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + a + + + + + + + + + + + + + + + + + + + + + + + + + + + CD + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .... + + + + + + + + + + + + + + + + '4' (TYP.) + + 6'-0" + + + 6'-0" + + +++ + + + + + + +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + q + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ +++ +++++++++ + Uj — 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C, EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: * FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x p 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 518" 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) k Filler blocking ° r / 1/8" gap ° k i FILL CELL STD. 900 HOOK BOND BEAM r F cn w a STD. 90° CONT. #5 BAR --, I HOOK BAR SIMPS( w/(22) NAILS 1 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJ► MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION a@ INT. BRG. WALL N.T.S. 1/8" min. } Small gap 2" min. 2" 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 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 2x4/Plywood/OSB web stiffener 2" mi ) g n. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4" max. - 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. higher than 15001b SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 If max along load bearing wall. P 9 9 Load bearing wall must stack * over squash=20 blocks and Non -stacking walls o require additional wall or beam below.* consideration. Check local building code for appropriate ro details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side oCl0 10 -0 at bearing. i TANK -LESS W/H ¢ CORNER OF HOME GARAGE SIDE C aI 72 s 00 0 0 J N 00 n: 00 N 0 M w H C G 00 O IV 5'-0" Q - 0 STUB -OUT FOR 1'-O" o ° o GAS METER O o � U LO N M: • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-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 BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall Use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Load bearing walls 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.* ---� �/ Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o,c. for all joist blocking panel *Nan -stacking walls Squash block) 10d nails SECTION @ INT. BRG. WALL require additional consideration. 10' minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam " ``"""' ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) DO NOT cut, notch or drill flanges ►'� .... 6" A z' ROUND HOLE 6 6rr DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y2" 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 %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- BC16000s® BCI6500sw 9-1/2" 11-718" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s8 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d SIMPS( w/(22)' NAILS 1 R TRUSS OP PLATE TYPICAL SIMPSON MGT TO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. A A/C CHASE 4" PVC SLEEVE THRU STEM WALL �:a FINISH GRADE Backer block (12" wide min.) -il I Iml I jl II I I�j Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM . ' ' e .d , SEE PLAN FOR °• .. • • FOUNDATION INFO a. 4 ' STEM FOUNDATION y r—GRADE ni ARi \ 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 `0.6 X Joist n / depth I -JOISTS BUCKETS N.T.S. tvu l�r7HJC 4 rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. ��® LOCATION OF SECOND H10A SIMPSON H10A (WHEN w/ (1$)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 d- ° a I IT= ICI —I is =TfT�71 T= 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE ° 4. d..' ° 4� 11 SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION a ° . PVC OR SCH40 SLEEVE PLUMBING LINE 4 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 7 d C °. a . ° d ° i SEE FND. PLN, SIZE & REINF. zCD 013 E3 z V) (D W CC3 p W 0 ~ E o0 v CO W E ally—_ ') C ca c M N 'a Q O o 0 C� L cL OO to Q o �o Q rn �Q� rn d All N C ® cg U) " 2° 4 o e"1 LLH _ Wbass Ing 4 - c, o. M �,��, ,ram„ • " bF bFES �`- To the best of the Engineer's kn a "ir tion, and bellef, the structural plans and specifications contained within these drawings comply with the 2.17 Florida Building Code- Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV O a) N �4-Jo C:).M Lf)•DU) a cn 0LLLn Q < U 0- 00 Q E W J d- 5Z �o c uj z a I- w¢00 U z 00 Z 0, W Z C�7O�HZ p J rl Ro�© C/) Lu z Z Z Qo W r� z L3 C: M z o Q 2 "0� cc U _ � U �� OR OZ o J Cc c,� XOc� r4 z<p¢ ad- �aaz¢ pp�2o Opgog � u_ a P J rl LLJ Lr Q tii 2: Q z ¢ u o w o �FH <Wz rI M Zk Q) z It ce cog 0cLu a z z O = ,--I 0- to SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 4n0 SHEET NO. SN 1 Z J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') VARIES / INSU 5/8" OR 1/2" HIGH—� STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR / PLAN �// 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH > 4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 — — ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA \12"N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"W'X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.—� 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN C:) FOR LOCATIONS) CD 1x4 P.T. BASE NAILER :!; 4"x4" INSPECTION 31/4" BASEBOARD AT FILT LED CELLTYPICAL MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR N MIN PSI MAY VARY PER TO CUT BLOCK OR POUR 00 MUNICIPALITY. CURB DUE TO SLOPE i CONCRETE SLAB W/ 6X6 w 0- NOTE: EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE r _ °° = ° 00 6 MIL VAPOR o BARRIER I> �� 4 o D I I— T o COMP. SOIL. ° (COMPACTED TO 95%-- N MODIFIED PROCTOR 00 ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT, ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) i TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 00 4, y L� OPT: DEPRESS SLAB 5 Y2" DEEP AND 6" BEYOND - DOOR TO RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS-� 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (2) #5 CONT. ON 3" CHAIRS (TYP.) D ° III —III —I m ° �I I III— 11=1 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & @ 6" MAX FROM END OF 2 x PLATE 6x6W1.4xW1.4 r WWF OR FIBERMESH 11==L=I I I.' 1— II III—TIW=111=' r 18 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT r SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. LOAD BEARING OR EXTERIOR WALL SEE CC/S3 OR G/S3 FOR ANCHOR BOLT INFO. (IF NO UP LIFT ON WALL SEE GG/S3) *SIMPSON SP1 w/ (10)10d NAILS TYP. MONO OR STEMWALL— FOOTING MONO SHOWN FOR CLARITY NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=1'-0" S3 2x S.P.F. STUDS @ 16" O.C. 8"x8"x16" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=1'-0" 2x STUD 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL CV 5/8"x6" "J" BOLTS BOLT @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR (6) 1/4"x31/4" TAPCONS SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE M P° 00 I> I—III—III—III—III_III o D ° ° III —I i I —III —III —III —III- ? I=1I1=1I1=1I1=III—III=1I g ° p p I I I I I I� III I I_I I I i 1111111111; N FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4 „ ° �r GRADE 00 I_ — — — — ° _ -(1) #5 REBAR w/ OPT. 119 =1 11= 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT — 14 O.H.D. RECESS z 13 O.H.D. RECESS _E CV ' T M +,'• .... . ;. III ll I I 1 ' I .�I �, �, .. " .y ; • Q � III=�i �' I i- - I —I I II % " • 4" r r . '.e. '•t•'.!-! III—) 1�1=11 .�.e.'a+'.�! %,'�� �._:l':� i—��l• -III I e�.�.' �.. SEE A/S3 OR J/S6 FOR REINF, INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6` -1 I I1 I I I F, I„ I I� 11 r- FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING — NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" PLATE WASHER TYPICAL MIN. 2500 PSI CONCRETE SLAB W/ 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH M —I I 1-III- —I . 6 MIL VAPOR BARRIER i IIIII I I n. ° 'IHEII • ' III 5/8"OR 1/2" HIGH STRENGTH --� (U.N.0.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE SIMPSON SP2 w/ (12) 10d NAILS 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" 31/2" MIN. ELEV. 4-31/2" , (2) #5 CONT. U.N.O. TYPICAL BEARING WALL "SHEAR WALL" TRUSS BOTTOM CHORD OR 2x4 BLOCKING ,� '--TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ w/ (2)16d TOE NAILS @EACH END 5/8"OR 1/2' HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ \4E 16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE STUD BELOW TOP PLATE 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. (12)10d NAILS U.N.O. (1) ROW 2x BLOCKING @ MID HGT. FOR WALL (1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'4% (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < V-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > V-6 % INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN SIMPSON SP1 w/ (10)10d NAILS SIMPSON SP1 w/ (10)10d NAILS 2x P.T. BOTTOM PLATE 2x P.T. BOTTOM PLATE 6x6W1.4xWIA �„ 6x6W1.4xW1.4 WWF OR FIBERMESH / WWF OR FIBERMESH 1/2"(min.)- 4" MIN. D SHEARWA SCALE: 3/4"=V-0" GOr' ` ELF PGS �00 •�NJ� s c (,-3 1/2" MIN. I e'' 111=1 I IE 1 I I_tt"I 1/2"(min.)- 4" 00i- 31/2"(min.) - 4" .-I I M I I ' II III I r I1r '' (2) #5 CONT. ' 4 Iff, U.N.O. MIN. TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" S3 -2x STUDS @ 16" O/C ISULATION PER CHART ON FLOOR PLAN -7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS Wl TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 3RD LAYER 1/8" THICK. @ K.O. BLOCK -SIMPSON SP1 w/ (10)10d NAILS @ EA. STUD -2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING -WEEP SCREED INSTALLED BAR PER MANUF. #3 OR #4 REINFORCING BAR z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi FINISH GRADE 0O [GRADE 60 MIN. Fy= 60kSi] 25" MIN. LAP [30" MIN. LAP] —I 11= I m °° R 17/8" z r #5 REINFORCING BAR I —I i 1. r #5 LAP SPLICE III IIIII�I II NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION SIMPSON SP1 w/ (10)10d NAILS 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM LU LLJ CO w END OF 2" x PLATE � D w CL -1 I I-1 I I-1 I I a p a ►—III=1 I =1 o' —III. II II III II—ir (2) #5 CONT. =1 ON 3" CHAIRS (TYP.) 8" 1'4' (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. E 6x6W1.4xW1.4 WWF OR FIBERMESH N - M ° III=1 I I-1 II—I I I—' - E� TYPICAL INTERIOR BEARING TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2",HOLD GYP. BD. 1/2" FROM SLAB Ol a CONT. BEAD SEALANT INTERIOR ° -3 1/2" CONCRETE NAILS W 1 1/2' EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB °° ° °° - _ BARRIER =111=I I I I 1 IIIII IIIII IIIII Illy 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" —2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. —INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E= 6x6W1.4xW1.4 WWF OR FIBERMESH r, ° K S3 REBAR DETAILS F WALL W/UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN 1 1/2"RECESS FOR 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO ° M SEE PLAN FOR TOP OF BEAM x x & LAYOUT DESIGN ° ° 2x4 P.T. PLATE d 7n6" O.S.B. COLUMN LOCATION C 4 SEE ROOF PLAN — — - -° ° a Q . a I_I F 11-1II; FOR STRUCTURAL r ITI„,=III BEAM SIZE & v r I CONNECTION INFO d M = I 1' 1 2x4 #2 SYP P.T. FRAMING w/ _— MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S6 1- 8' Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE a > SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. SEE FLLAN FOR o W STRUCTOUORAL COLUMN SIZE SLAB STEP &RECESS S.G.D. rm & BASE CONNECTION INFO. SCALE:3/4"=1'-0" S3 SEE DETAIL 16/D1 FOR SE URE 2x P.T. BTM. PLATE COLUMN TO PORCH SILL w/ 1/4"x3" TAPCONS AT 8" q MASONRY WALL AND ATTACHMENTS & 18/D1 O.C. PAD FOOTING FOR COLUMN TO BEAM TRIM PER PLAN 8" MASONRY WALL ATTACHMENTS EXTEND FILL CELLS E- TO FOUNDATION PAD :... � SQUARE CMU BLOCK BASE, CONTFOOTING STEEL MAT REINFORCING. N . ' SIZE VARIES PER PLAN r� w/ MIN. (2) #5 VERTICALS co GRADE a M FILLED SOLID (SEE PLAN FOR SIZE AND REINFORCEMENT) c� ;III-111 °• �=III—III=III=) Z LU o—III—I III —III —III —III w III=11 I I I=11 I=1 I I- Z /BRICK PAVERS or SLAB PER p o `f' co v �= ! •'a • ° a _ _ z = 0'-0" FIN. FLR. / COMMUNITY SPECS ``- I; — — — — — — — _ ¢ I I —I —III—III—III—III I I —III—III =— FOOTING -J=1 I I I I —I I I —I I I —I I I —II I 111—I 11=111— I 1-111=III=III=I1 ,� 1-111-11 I=' BEYOND PAD REINFORCEMENT (SEE SCHEDULE) 3" MIN. CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL rN SCALE: N.T.S. S3 0r u7 (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 HER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE 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 2x BOTTOM PLATE W/ (1) 10d @ 8" VARIES O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� 12 SEE TYPICAL WALL SECTION (TYp) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ SIMPSON SP2 w/ (12)10d (3)10d TOENAILS T&B NAILS AT EACH STUD AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING IFASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C r I EDGES & 8" O/C FIELD SIMPSON SP1 w/ (10)10d —� � I NAILS AT EACH STUD C) 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX - W/ 8" EMBEDMENT N 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ Q 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. C x 00 0 rn N l2 MOUNTING BASE NOT SHOWN Ic FOR CLARITY SEE DETAIL o K/S4 = SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES o SLOPE FORWARD b FOR DRAINAGE 00 o ZSEE PLAN FOR FOOTING o DIMENSIONS M M GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. w M 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3"DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS TO 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 7 d ° 1 ne d a d d a a a o 8" STD.9THOOK 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 LF NOTES: O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 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 BLOCK WALL ABOVE. SCRAP MATERIAL J T > 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 �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK 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. 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 ❑ ❑ 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. SL� VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING —C 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) LBLOCKING USS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL 14 d ° DOORSTOP w ° a c� d MOLDING C � d 2x TOP PLATE G GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM 1 CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P T PLATE 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. i—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" 0/C EDGES & 8" BLOCKING (1 O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS � _ SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT EA. TRUSS VERTICAL WEB (24" O.C. MAX) w/ MIN. 4" EMBEDMENT • 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 . Ag. SPLICE STAGGERED SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK u XTER ORATTACHLSTUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ 4816d TOENAILS TO P PLATE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'4LONG. 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 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 (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 SFF 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 2x CRIPPLES @ GREATER HEADER 16" O.C. W/ (2)12d TOENAILS T/B SIMPSON SP4 w/ (6) (2) 2x HEADER SEE PLAN 10d x 1 1/2" AT EA STUD (USE SP6 FOR S4 • INTERIOR HEADER: 2x6 WALL, USE SP8 (1) 2x SILL PLATE W/ (2) FOR 2x8 WALL) 12d TOENAILS BOX HEADER • EXTERIOR HEADERS: 10d NAILS @ 8" ONLY (1) 2x SILL PLATE W/ (2) 0/C TYP. 12d TOENAILS DOUBLE 2x • OPENING LARGER THAN 4 FT: CRIPPLE STUD (2) 2x SILL PLATE w/ SIMPSON TYPICAL (U.N.O.) LS30 w/ (6)10d x 1 1/2" EACH SIDE 2x STUDS TYP. OO { SIMPSON HTT4 TYP. Op 4R U.N.O. SEE N/S4 FN�NG ** HOLD DOWN CONNECTIONS NOT REQUIRED @ P.T. BOT. PLATE BEARING WALLS NOTED WITHOUT UPLIFT WALL HEADER DETAIL rQ SCALE: N.T.S. �S4 SCALE: N.T.S. S 4 2"x BUILT-UP COLUMN, SOLID MEMBER OR F) F) F) PF) { .T.R. T.R. SP4 SP2 SIMPSON SP4 SP2 SIMPSON SP4 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL a d° 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 @ 24" O.C. MAX MAX LINTEL 2X P.T. PLATE _-- :::. SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) SIMPSON SP4 ° 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ROOF TRUSS ABOVE 2X BLOCKING O C (2) 16d TOE NAILS EA. BLOCKING !X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 18"X10" J-BOLTS Z-0" O.C. MASONRY WALL 10d NAIL5 @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. 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— SIMPSON 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 ENTRY rR SCALE: N.T.S. Z CM 0 —o z z Q n w p �CJ — w .12 o tom/) 0 C) mM i_ LUMI = N m�� O 0i L E 9 U W a/o 0 Q V7 0 o 8 , D. N C B D C I''. 0R el J �B <-, N J �u:�} p UP %0 0, o Z .E F �" W A Q N ..... a J Q�l a;r�fi�t s To the best of the Engineer's know e , i ormation, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z > (n M -O (M Q '4-1 p Ln a. cn Q ( Ln C)LL �M Q U Q Z E W CD W JC:) d' R �2 za a� fF UZO0 Z�w� §du, $ J T ou-2E8 UE�O L^, 41- Z ZZ o W > M Q V H � � � � o o O U _ fu CL> C/) J }o 0 Q �0,6 0 LJJ u 1-.m o 1�. w ¢ 1 ` t)a�a3 oo -c, 0 Z ° =D z JL `'� i '0 E LU ��¢ M Q Z wrl- ��z N z Z ovi Z m g LLI = o ¢W rn ,—+ a cn SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. S4 SIMPSON HGAMV W/ (4)1/4"xi 1/2" SDS SCREWS TO BLOCKING & (z 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR TOENAIL W/ (2)16d NAILS 2"x4" OUTLOOKER @ 24" O.C. BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL SIMPSON H10A w/ (18) BACKNAIL w/ (2)16d NAILS 10d x 1 12" AT EA. 2"x4" SEE STRUCTURAL NOTES - OUTLOOKER 1 OUTLOOKER AND NAILING SCHEDULE @ 24" O.C. FOR SHEATHING DETAIL ROWS OF 45° ± 24 MAX. TOP CORD BLOCKING —I 45°t X 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 o 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB Qp � �� 8 -0 0/C. EXTEND AT LEAST 90 /o OF MAX. & (2)10d TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH AT EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) + 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d FROM LEDGER TO J ' 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 OSB SHEATHING ATTACHED "T" INTO 2"4" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD 2x4 ON TOP OF PANEL BLOCKING, 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 "J" NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" 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 @ 4'4' O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK GABLE WEB SECTION WEB, USE MSTAM36 w/ (7) 1 2 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S`CJ SCALE: N.T.S. Srj TITEN ON OUTSIDE BACKNAIL W/ (2) 16d NAILS REFER TO DETAIL J ON SHEET S5 FOR r r SEE STRUCTURAL X-BRACING, AND TOP Cl) NOTES AND NAILING CHORD BLOCKING N _ SCHEDULE FOR INFORMATION � °° SHEATHING DETAIL 1 1 1/ ,. 2"x4" CROSS BRACE WOOD TRUSSES 1.000 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 1 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 2 10d & (2) 10d TOE BOTT. CHORD FOR 4 /� NAILS @ EA. END TRUSS SPANS `7U1� ATTACHED W/ 2 -16d 40� 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF °@ 48" O/C FOR THE FIRST ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSEE S FROM EA. O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2" OR EQUAL ) {D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)10d x 10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS OUTLOOKER SP6 FOR 2x6 WALL, USE SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES — AND NAILING SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CORD BLOCKING O.C. (OPTIONAL - SEE FOR FIRST FOUR ROWS 4 MAX' ELEVATIONS) OF TRUSSES @ EDGES OF SHEATHING TYPICAL DOUBLE TOP PLATE 2°x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" APPROX. 8" FROM • FROM RIDGE FASTENED AT RIDGE FASTENED AT EACH JOINT W/ (2)10d & (2) 10d EACH JOINT W/ (2) TOE NAILS @ EA. END 10d & (2)10d TOE 2x FRAME WALL (SEE WALL NAILS @ EA. END SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED OCKIN 2x4 PANEL BLG @ 48' 2x BLOCKING W! (2) 16d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON H10Aw/ (18) 10d x 1 12" AT EA. OUTLOOKER (2)16d NAILS 2x4 OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ " MAX. EDGES OF SHEATHING TYP. L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) r-GABLE TRUSS r1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD -2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGA10KTw/(4)1/4"x1 1/2" BOTTOM ATTACHED w/ (2) 10dx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SP2 w/ 12 1 16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. ( ) Od 2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE NAILS AT EACH STUD CHORD SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N,T.S. S5 SIMPSON H10A w/ (18) 10d x 1 12" AT EA. 2x4 OUTLOOKER OUTLOOKER @ 24" O/C TOP CORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E SAND 12" O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 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-/ OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L-2x4 BLOCKING W/ _ 10dx3" @ 4" O/C (2)12d TOENAILS 3 EXT. WALL CONN. �a 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0 S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g = ADDITIONAL INFORMATION. 00 a N ti d- G 45' M Nx 41" OIQ MINIMUM 2x CROSS BRACING (SEE PLAN FOR LOCATIONS) it (2) 16d PER b JOINT 2 O CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri CD SCALE: N.T.S. S5 co 12 0 6.9 MAX. co E I E 0 =I 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 10dx3" O/C @-/ 2"x4" TOENAIL 6" O/C RUNNE W/ (2) 16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS 55 "L" BRACE W! 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 SCALE: N.T.S. -CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. S5 `- MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) \-BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAM10KTAw/ (4) MOISTURE BARRIER 1/4"xi 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN.(� NON -LOAD BEARING LOCATION (UNEVEN CLG.) 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" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS^^ ^ GABLE vEND VBRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. o cD 5= ✓q O� CORNER JACK � W z 0 U HIP FRAMING REFERENCE PLAN z w a 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -' SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/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 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. � ---- — ---- — — — LU 0 o Zr 0 z o w � Q o v C3 ' o g 9 ' o � o � 0 w O w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-13 SCISSOR TRUSS SCISSOR TRUSS 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 z M 13) U� _ o zCO z U, z cz W w a—(13 0 cry �V) oti m U E �M m M FO — CO) Rig� 0 Old _ U W r-�� '5Nao �av o A I® N•CBDC lil °P a o� . o o lu� ;.gt F �~ ine� m e .N r'� .z w a O_ L4 U1 J. z & �ZQE. LL LY Q,r � F 1-P' � . o ®aF OF s; \ To the best of the Engin ;,S wledge, info , and belief, the structural plans a d ' �aji � _ rttained Ro within these drawings comply with 7 Florida Building Code - Residential Gth Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z 117111 0 (D N I>i U.) O M Q U -ro LP) Q LL Z CL M cl� (j a 00 Q Z W 0Z R z d a� Y�F Zap; U480, ZLUwa 2e2z W0� O w w N VFO O z ^L' W T vj � Q U zZ Z Q a a M t— � O U 2 (u ¢ Lu z z o Q XU6 o > uaroc. (� z Z Gw O J aza a ¢� lu o ce Z W T'i Lfi od w J �j J rl W Q Q z inozo aka 'Wz � ri re) N Z ce az ¢ a 0 00 _ LU n ,-_4 a. V) SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 400 SHEET NO. S5 C M N rn c cc, 0 0 J M N I f� i C -L a N a E CD 0 L 0 C C J U 0 U U 0 00 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 �1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL ♦ UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. �_ TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX PROPER INSTALLATION 8„ DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16" FURRING 3/16" 0 X 3" LONG FURRING „ � 3/16 !� X 3-1/2 LONG TAPCONS FURRING #5 REBAR � AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. TAPCON. INTO TAPCONS STAGGEREDLL111X8 STAGGERED @ 16" 2X8 SPACING „O.C. 1 DETAIL 1X8 P.T. STAGGERED 16" O.C.BLOCK@ 2-ROWS INTO @2x 2-ROWS INTO BAND JOIST W/ FACE NAIL 1 Od PER MANUFACTURE MASONRY THROUGH - „ 1 1 /2 DETAIL MASONRY THROUGH 3�� DETAIL FILL SOLID `STD. 90° HOOK (TYP.) STD. 90^ ` �--�j @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2X8 P.T. BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" �, O.C. & 4 FROM 1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1i2 DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN 2" EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR (L TO SHT. SDW2-K1 CONN. DETAIL � TO LAP SHEATHING D BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 FURRING _ _J " 2X8 P.T. WITH 3/16 I71 X 3 ' +2„ - f NOTC F� FIRST COURSE SIMPSON HGAM10KTA 12" O.C. @ w/ (4)1/4x1 1/2" SDS SCREWS LONG TAPCONS 2X8 P.T. 2X8 ! 2x P.T. AS REQ'D STAGGERED @ 16" O.C. I INTO BAND JOIST & (4) 1/4' 3/4" 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL +5^ NOTCH WEB AT FIRST 2 COURSES E ' ` TITEN INTO K.O. BLOCK BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED FOUNDCELL PR 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 = # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A = 1610 10 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID WIGROUT tt 2, On 8n 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 TO BE INSTALLED BOND BEAM OR CAST IN PLACE BEAM FOR OVERHANGS BETWEEN OVER 1 1•/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. FURTHER INSTRUCTIONS. ° BACKSIDE TO FIT ARCH 2 x 8 FACE OF ARCH W/ (3) 10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHOR\_2 INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE INSTALLATION DETAILS A 2 X 4 #2 SYP SCAB TO SIDE OF -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY / X0� (2)10d NAILS @ 8" O.C. FRygN TO TRUSS TOP CHORD ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S, SS O.C. 12 + + LEi� + GThN PLYWOOD SHEATHING 1- 11 1-011 1 0 5 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED D „ EMBEDMENT INTO K.) MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + °: ° ' •• ' D.. #5 BAR BLOCK HEADER �1/4 SOLID BLKG. AT TOP BTWN. ARCH T-0„ g„ (5) 12d NAILS SIMPSON SOFFIT + + . D . D: a . p P . °: D• 10" e ° CENTERED W/ 2 151 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . ®e D ° ' "D 9 K IN TOP - 8d NAILS EACH TRUSS D . ' KNOCKOUT/ is 7 1 _ ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d PROVIDE 2 x $ DIAG. BRACE BT NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) CONNECTOR MONO FOOTING .> e.. , , ° SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. 7LEAVE AND SECTION DETAILS -I � A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 -I , • 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT CLEAN FILL J. A. DIRT 6 _z TO BE INSTALLED "00001 4'-0" MAX SEE PLAN BUILT UP PLWD. BUCK - PRECAST LINTELJ °•'. ° STANDARD q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90 HOOK N #5 BAR IN TO FIT ARCH CONNECT W/ IF TRUSSES USED W/ 2 #6 X 4%" WOOD ) O FOR OVER HANG FILLED CELL, -, -,, -,, -, 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . . . , , INSTALL WDW, SCREW —,----, CREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ;: '• , t.• • •,• ,• •,• THRU OSB INTO 2 x 8 O.C. ,• �• ,• ,• ,. ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-O" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION, 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 x 1 SIMPSON2" MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION 1/2" NAILS TO STUDS & (1) - NAILHTT4 U S & (1) E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) (1) #5 BARS CONT. OCCURS 5/8" DIA. ALL THREAD ROD "SET" � Z #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING TOP WITH MIN. 3" EPDXIED w/ SIMPSON 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 64. F F EPDXY MIN. 6" EMBEDMENT & < FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) 3" MIN. EDGE DISTANCE n LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE EXPANSION STRIP U_ v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °. ; D w a A REINFORCING AS FOLLOWS: * SEALANT D • — —I M. I =_ II o LL 0- ¢ 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. D NOT FURROW. o PANEL e lip g r I� z #5x6' EMBEDDED INTO PRESS REINFORCING INTO PLACE. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL , MIN. SPLICE W/ - 6 N LIC D I �II � �� ¢ , EXISTING FOOTING E S G 2 #5x6 IN CONC. ( ) REINFORCING PANEL _ U IL T SMOOTH. DO NO FURROW. - I� � . D I � N L ED ELL C F „ DRILL 3/4 x5 MIN. HOLE F PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING - J N S QU ING PANEL REINFORCING DO NOT T�� GRADE D. D I-111- SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6' MIN. LAP p • ° ,,., ��.^ El G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE D REMAIN FREE OF MORTAR. NOTE: CO z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. f D 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 \ D (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY Of 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 MAYBE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. U Z CD 0 e � Z z Q z Ln c9 Q) W a--+ w 0 � F o o 0 U w ~_ a� M r- cMn N — Uo_ O o O a) U ��00 = 0 $I N Y n.� Q mAl � �o I C B D•C N- s �.`�. • ••.:.. 'N ems.: O t O 2! LLa` W � E S S ' ¢a fPtEt11 � ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O 0 Z O � N �>-,U"MO M Q Cn ILL 0� U CLOC) Q Z ?� E �.. � H W J� oZ Ln 15 Wo za <a 1-- Wa�a VZso ZLU 0-1 ¢RU¢ �=)z 0& o S1 FLUo L M z0 Z re) 72 o O 0 U�f L a �_ J Q J �ooz _. O 6 T} Z Q 0 J LU �Q< o�o � o �. LL 0 W L!iLij a LL J W Q Z U-)oZO Lu W� 0 W Z M Z o C° NLn oo g = J Z o SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. SS CROSS BRACING DETAIL (TYP.)_ SCALE: 1/2" = 1'-0" SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS SSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1 /2"=1'-0" HIP G.T (2) 2x8 #2 SYP wi O.S.B. FLITCH PI TOP @ TRUSS B U.N.O. ON ROOF PLAN TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN w/ (2) SIMPSON HTS20 w/ (24) 10d x 1 1/2" NAILS EACH SIMPSON HU46/HUC46 w/ (8) 16d NAILS TO POST & (4) 10d NAILS TO BEAM SUPPORT COLUMN BUILT-UP (2) 2x4's OR 4x4 w/ (2) 10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) SIMPSON HETA20 w/ (8) 10d x 1 1/2" NAILS EACH - OR (2) SIMPSON MSTAM36 w/ (7) 10d & (4) 1/4"x2 1/4" TITENS EACH TIE BEAM BEAM @ RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = 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 SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL MY N ENTRY FRONT WALL SCALE: 1/2" = 1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C.MED 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER IL MAY BE NAIL EACH DIRECTION TYP. U.N.O. VERTICAL SCAB 2 x 6 SIMPSON LSTA18 w/ (12) 1Od NAILS SEE PLAN L. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE MIN. (4) WHEN IT LANDS NEXT TO #2 SPF 48" O.C. W/ (4) SIMPSON HUC410 w/ (14) CENTERED AT SI INTO HEADER & (1 FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST 2x8 BLOCKING NAILED @ 10d TOP & BOTTOM PRE-ENG. TRUSS EACH SIDE w/ 3 12d NAILS () SPLIT TO TIE INTO BEAM - SEE BEAMS TOGETHER 10dROOF COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OR SIMPSON H2.5A w/ ROOF PLAN FOR MORE OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD WHEN REQUIRED w/ (10) 8d NAILS INFO SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & HTS20 w/ (24) 10d x 4) SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION 1 1/2" NAILS 1 1/2" NAILS EACH SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE SEE FLOOR PLAN CONNECTION INFO 7/16" OSB FLITCH PLATE REQ'D ONLY WHEN 2x4 #2 SYP NAILER. NAIL ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. TO STUDS w/ (3) 16d AT 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 EVERY 3rd & ADDITIONAL INFO. 67771-j-7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN EACH STUD - TOENAIL ROOF AND EXTERIOR RAFTER LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EACH TRUSS TO NAILER SHEATHING ATTACHED SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" DICATEDNBM OPTION A O PT I 0 N B CONNECTION INFO OPTION C w/ (3) 10d PER NAILING SCHEDULE O.C. MAXIMUM. 2x4 SPF 2 (2) #7 x 3-1/2"SEE SCHEDULE/PLAN 2ND FLOOR WALL SECTION 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d WOOD SCREW EACH TRUSS OR SIMPSON FOR ADDITIONAL INFORMATION NAILS AT EACH TRUSS INTERSECTION. CB H2.5A 8d NAILS COMMON B M TO POST ATTACHMENTrA 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS w/ (10) . DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB AT 48" O.C. SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & SCALE: 3/4"=1'-0" 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER CL CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A 2X4 BLOCKING SEE PLAN FOR 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF BEAUM MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. ----\ A DIAGONAL 2x8 #2 SPF RIDGE BEAM „ Nam SIMPSOEY US26 w/ (8)10d NAILS o M-0 WOOD 2x6 #2 SYP RAFTERS FOR SPANS 4FT TRUSS SIMPSON MTS18 w/ (14) OR IF 2 TRUSS SIMPSON cN TO 8FT 2X4 RAFTERS FOR SPANS LESS 10d NAILS TYP. U.N.O. SEE PLAN FOR SIMPSON LUS26-2 w/ (8) 16d NAILS TO SEE FLOOR FRAMING PLAN THAN 4FT @ 2-0"O.C. MAX. w/ (3) 10d CANT. IF MTS18 w/ (14) LEDGER AND J/S6 FOR MORE INFO. COMMON TOENAILS TO RIDE BEAM SEE FLOOR PLAN FOR COLUMN SIZE & INDICATED 10d NAILS 2X10 #2 SYP CONT. LEDGER w/ (3) VERIFY WITH PLAN FOR TYP. U.N.O. LOCATION AND DIRECTION N 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLE SEE2/D2 FOR T & B CHORD STEEL OR WOOD (WOOD COLUMN SHOWN) LAG SCREWS INTO END OF EACH INFO) o'o BEARING SUPPORT ° MIDDLE FLOOR TRUSS, 24" O.C. MAX. (AT °. EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL ° SCREWS EACH SIDE) (TYPICAL) a A -A ALTERNATE BLOCKING CORNER SECTION AT LOW ROOF SEE Ll FOUNDATION DETAIL @ INTERIOR BEARING PLAN FOR MORE INFO SCALE: 1/2" = 1'-0' 3 SCALE: 1/2" = 1'-0" COMMON B M . ATTACHMENT r18 WOOD TRUSS 00 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT o SCALE: 1 /2"=V-0" VARIES 2x STUDS @ 16" O.C. _ ROOF SHEATHING SEE VS5 FOR SEE PLAN FOR w/ SIMPSON SP1 w/ (10) 10d ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS NAILS AT A10d NAILING SCHEDULE 2x4 #2 SPF BRACING @ OUTLOOKER 4" O.C. INFO. SP2 w/ (12)NAILS ATTOP = EXTERIOR SHEATHING INFO. 0 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER 2x BLOCKING BETWEEN STUDS TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS w/ SIMPSON NAILING SCHEDULE TO TRUSS W/ (2) 12d TOENAILS EACH END BETWEEN TRUSSES STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SP1 w/ (10) 10d NAILS ( ao NAILS TO TRUSS SPF TOP INFORMATION. AT BASE SEE J/S6 FOR GABL 2 12d NAILS TO EACH VERTICAL N ATTACHED PER NAILING BOTTOM CHORD PLATE MORE INFO. TRUSS LOW ROOF/WALL STUD) a SCHEDULE SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 1_2 VARIES SEE PLANco FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ a ROOFS 0/PE SIMPSON LSTA30 w/ SIMPSON MTS12 w! (14) 10d x _ (22) 10d NAILS OR (2) 16d NAILS TO 1 1/2" NAILS TO BLOCKING = WOOD WALL SIMPSON MTS12 w/ EACH COMMON BELOW @ 16 O.C. OR TRUSS. 2X4 CONT. W/ (2) MIN. 2X4 #2 SPF STUDS @ TRUSS/ FRAMING TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR T14)F FLOOR GIRDER o NAILS EACH SHEATHING ATTACHED BELOW @ 16" O.C. axx o STUD TYP. T&B PER NAILING SCHEDULE & -• MASONRY WALL BELOW: SIMPSON PLYWOOD o (3) 12d TOENAILS TO a<. HETA16 w/ (9) 10d x 1 1/2" NAILS @ FLOORING i TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL 4'-0" O.C. TO GABLE TRUSS ROOF SYSTEM TOP OF WALL SEER • BEAM BELOW: SIMPSON HTS20 w/ 0 o MIN. 2X4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SS PLAN a a. (24) 10d x 1 1/2 NAILS @ 4 0 O.C. i W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR TO GABLE TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN PLAN FOR MORE 16" O.C. MAX. 4' SEE ROOF PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) S H EAR TRANSFER INFO. °� SECTION @ FLOOR FOR CONNECTION 16a NAILS AT EACH END CONNECTIONS TO G.T. N EXTERIOR. WALL(7\�SECTION ENTRY 8 CONNECTION 22 SECTION AT HIP GABLEK"l2 SECTION @ BUMP OUT 39 SCALE: 3/4" = l'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 7,_7 SCALE: 3/4" = 1'-0" SCALE: 3/4"=l'-0" DETAILS & SECTIONS Ur z M 0 z� z V U W � p 0 "' am s o C/) 0 ro U LU M'M C (0 M O = N dj Qh] U way~ CD L E: 00 � , � �, <C rn rn Q o N-C-B D.0 nn,tjb 7�3 ..ww ohs—'�,�o��� CD q M CAW O ' ZQ �A �IQ�•.1�0�v WygOFE. `9 Zti "°/si•IIlI d� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z NO 0�N 1.-4 M O M Q� uLn a � L LL H N un Q �.. Ura ,-i CL 00E Q W ��� d' J 0 z za u ¢ Y r UZOp Z LU w Y CU, z �2.O goU) d— Z ou z r CU O G s� z (3: NLLJ UU = WLuUj U o y o JILI Q�� _ W U d m a N Zama LW Q z ^ 0� u ��o W LnLij� 0Lu � Pia M Q Q Z W~~ a�Z N Z tu a� �z m Q = az SCALE : AS NOTED DATE : 3/30/2018 TECH: M)AM ES VERSION N0. 4mO SHEET NO. D1 00 ^' ^ 'n WEATHER JE 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: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER S DO NO' BOTTO FLANG, SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) M 4SHING 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 i� SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 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 SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH 0 �o U. SELF -ADHERED FLASHING SELF -ADHERED FLASHING 1 2 3" MIN 4 r L/'1J1 111 V V rL/1J1-111 V V Q 5 SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST , OUTSIDE CORNER Five • WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING �o RUBBERIZED RUBBERIZErl ACDWAl T ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PE SELF -ADHERED FLASHING INSIDE CORNER Ground (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 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 FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as Gin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 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 / r; Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED 0NOT USED NOT USED ' W SCALE: NOT TO SCALE , M01 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 2G M o (D _ Z Q J to 0 � w �_ p O'� E C U I.- E 8 a) co L 07 M CD 0 = O CD t u. o U �o �a� �C 0)rn LO8-� Q d ® N-C. B D-C D-C ® W/ V 22 4=> � CV N_ N w o v rn p g d M W o d PO Z o Z �w -' Q�u ESN W W �W Z 0O LL Z E 0 m m B W a Na "E J o � O 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 c'V 0 O a) r. ��Mo Z „ M a V) d w 2: f'- LL Q � 0�Ua OC) 00 a z§ E WJ C:) d' J 13 oZ o �2 Z¢a <¢ UZOp zinW0 �1.� �2 07 0 9� < ZZ z /L W O Z w Z M ILL Z �0 � O C UU IY� LU � f w 89 O I,e ZVVa +ra F < Q wO25 Uam� N zoo t� z 3 , ooZZ � �U-o a Z W L r) <-,Fi � 0 J rl L1J 2L Q Z U1 o Z U Lu w ~~ r-1 M Z Lu CY In Cal06 N Z Z 4 z :510- = SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 4n0 SHEET NO. W P -P -e ..0 U O o O //�a `v .E U N N CC cn ® o March 20, 2018 O = D U ICU O � �� ICU Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes -� E O 0 CL CU To Whom It May Concern: e ° `�^ Q Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that •� v J joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM D1761 Test Method for Mechanical Fasteners in Wood. Both methods determine a connector's allowable load as the lowest of the following: 1. Lowest ultimate of three tests (or average of 6) with a safety factor of 3 2. Average load at 1/8-inch deflection 3. Calculations per American Wood Council National Design Specification for Wood Construction (NDS) The primary changes in ASTM D7147 are requirements to measure properties of the tested materials, such as steel strength, fastener strength, and wood specific gravity. The tested ultimate loads must be adjusted when tested material properties exceed the specified properties. ICC Evaluation Services (ICC-ES) revised AC13 Acceptance Criteria for Joist Hangers and Similar Devices in October 2016 to incorporate a methodology to evaluate products to the 2015 I -Codes. Simpson Strong -Tie is working on re-evaluating wood construction connector loads to the new standard to update our product evaluation reports to the 2015 1-Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports showing compliance to the 2012 and 2014 editions, respectively, until July 2018. The information in this letter is valid until 6/30/2018 when it will be re-evaluated by Simpson Strong -Tie. Please visit vow stronatle.com 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. Sincerely, SIMPSON STRONG -TIE COMPANY INC. Keith Cullum, P.E., LEED AP dwfBDW Engineer, Southeast U.S. Branch Page i of 1 Simpson Strong -Tie Ccmpary inc. 2221 Country Lane McKinney, TX 75069 Phone: 972.542.0326 Fax 972.542.4139 �v.stronatie.cam E W^1 W rU)v O �� O � U O VJ CZ U M O �- w z J z J d SHEET NO. PA 1.0 n , �- �'# „a� n h �..�;;"�r S I , ..�7' `" a r! T'... 1� G -� f • .�^ :,w. ° .'4r� n� � a a �`�?`w ' t . A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10858.4 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 HD218 FL17232.3 ESR-3445 HU216 FL10658.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU218-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HD26 FL10858.3 ESR-2549 HD2&2 FL17232.3 ESR-3445 HU28-2 FL10856.4 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10856.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR•2549 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.1 +67.0/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.6 +87,D/-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67,0/-67.0 psf ThermaTru Firtrer-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +87.0/-67.0 psi ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberCtassic, Smoothstar, ClassicCraft, Rustic FL7840.1 +67.0/-67.0 psf B. SLIDING Mt Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psi PGT Series 5570 FL,251.10 C. SECTIONAL Clopay Building Products Residential WndCode Doors W5 (BX7) FL15279.37 +30.D/-32.0 psf Clopay Building Products Residential WndCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WndCode Doors W6 (SX7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WndCode Doors uV6 (16X7) FL15279.102 +37.0/-41.0 psf 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 shf) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.0/-55.0 psf PGT Series 5500 FL239.7 B. HORIZONTAL SLIDER MI Windows and Doors Series 188 FL15351.1 +40.0/-50.0 psf C. FIXED MI Windows and Doors Series 185 FL15349.1 +40.0/-40.0 psf PGT Series 5520 FL243.9 D. MULLION MI Windows and Doors Series 5764 FL15353.2 N/A PGT Series 5500 FL261.1 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES GAF 3 Tab, Dimensional FL10124.1 N/A B. UNDERLAYMENTS Tamko 151bFeltUnderlayment FL12328.8 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. OH Ridge Vents FL16918.1 - FL16918.4 NIA Florida Metal Products, Inc Vent RV10 FL21580.3 NIA Lomanco, In DA-4 Exahust Vent FL17202.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 NIA Boral Tile Saxony 900 FL7849.16 - FL7849.20 N/A F. METAL ROOF Gulf Coast Supply & Manufacturing, LLC 0.032" Aluminum GulfLok 16" wide roof panel FL1165t2 R3 N/A 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15078.1 - FL15076.2 NIA All American Shutters & Glass Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 • FL2197.5 N/A C. ENGINEERED LUMBER Weyerhaeuser Rim Board, LVL, PSL, LSL FL6527.1 - FL8527.5 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A The products listed below did not demonstrate product approval at review. I understand that at the time of inspection of these products, the follovin information must be available to the inspector on the P P plan P 9 Pe 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 understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N CU � V O L Q � O O 0 � �J t-11 11 1 ' ^ ' TS V V O O • L� O CL C O 1: O U- � � O '^ O V / V E � � +� _� O ICU M ` V � /1 - i j }r y 0 CL Q Florida Deparbinant of Business & Professional Regulation Building Codes and Standards Peys1 ver2ole Product Approval Application Detain FProduct Florida Department of Business & Professional Regulation Building Codes and Stertdards P.9a 1 1lsrmle Product Approval Application Detail Florida Department of Business & Professional Regulation Building Codes and Standardsness �irsrio+a Product Approval Application Detail Florida DBPa Building Codes and Standards el Regulation P�iv2ole Approval Application Detail FLa26481-R2 Smse Better or 20 20 D#LEIR&A gOk iyls V. 111 Sam J:�IDe![.S.Lldee! v.nd.bd er Yale Spew FBC A—M Appr�od At" Revision 2017 Thermo -Try Coryomfbn Ride Wright Levision Lyndon F. 8amnlot P.E. Ryan J. King, P.E.P,E. t&162017 0tI122017 1&f82017 12/t212017 Approved Cob": Exterior Doon (410) 29&1740 PE•434DD (813) 7874M SubWbgwy: S%dngbg Exfedor Door Assemblies riokwrsm bidg nsubals. tomp>kusa MMod Evoluallon Report fern a cots Florida Registered AtcheeU or a LIaMed Florida Profeeebnel Engineer Amroved for Un Aamovetl for We Meant 1nkm lga CcoWntmxokmtlonDift In HVHZ oulakillifficBoth= Prslmlrs 1 s. Tbemre-Tru Fiber-Conla and SmooSr-Star Nominal 8WtS 8quokNorNmpad&quok Opaque 123+2020 No Yes No N/A Composite Edge Fberglass Skgb Door OmawloWo:dawing; X mnfiguro ion) Pll2e191te8 &OtllCer 20 gain ) PikSam mane Version I S E VaBdebd Br YAaWkd E134BL preset Ap�mLed sleds Revision 2017 Thermo-Tru Coq»ratlun Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 12M312017 I V132017 12212017 Pending FBC Approve Cab": Exterior Doors (419) 2984740 PE43409 (813) 797.MS eubC fiance Swingothodt E Exterior DooRep Aessmalee d2cwQrwhepconnbnte. Compliance MMod: Evaluation Report from a ram Florida Registered Architect or a Licensed Florida Professional Engineer PURM14U Smb ! 1� Son ! Pak lag vasion mamma Contact ElalmctL�.� Varldabd &r Isifdakd apt FOC awn 2017 Theme -Try Corporation Rbk Wrght Lyndon F. Sd vnW P,E. Ryan J, Kkg, P.E. 1011=017 071122D17 10/182017 12N212017 Approved Cebpery; Exterior Ocas (419) ZBB•1740 PE4940B (813)7675855 Subcategory: Swinging Exterior Door Assernblka Htlak@rwWdgcorsubnts. CompWna Method Evsludon Report from a mD1 Florida Registered Arched or a Licensed Florida Professional Engineer FLa'104a1di2 Predrw:ts Q-Khr A— Aco,roved for Use Ancereedfor loss Impend Ionion III Product Modal. Number orNeme Product Doeadatim m Dab In RM out" WK2 assistant !Prous 6 1.Therms Tru Fiber -Classic and Smooth -Slur Nominal Sa*39;0 &qud;NmrImpsct quoin Opaque 12131202D No Yes No WA Composite Edge F6mgon Singh Dow ornwinglWmwkig; X configuration) F1A204fi1R3 Sellb, or ! Its risk Ups YSLalSp Sal Endr ter & Lleemo Mandated By y I A a Revision 2017 ThemwTru Corporation Rick Wright Lyndon F. Schmidt, P.E.Ryan J. Kkp, P.E. 12113201? 121132D17 122V2017 Pending FBC Approval Category: Exterior Door (419) 298.1740 PE43409 (813) 767-OW Subcategory: Swinging Exterior Door Assemblies rkkwarwbi geo subms. Compliance liatlhod Evetualbn Report loan a ram Florida Regrotemd Architect or a Licensed Fbrdda Professional Engineer FLROW-72 Smile Erohcsr I0 2 t Dab P odm lea T]� Yoh t! �$ Enalnaer&Lkanw Valdmbad er Y FBC Approval ADDroved Review 2017 Therms Tru Corporation Rkk Nmght Lyndon F. Schmidt, P.E. Ryan J. King, P,E. 101152017 0711212DI I f 0/18=17 12N22017 Approved category; Exterior Doors (419) 295-1740 PE43/09 (813) 7678655 aWt`abpory: Swinging Exterior boarAsoemMtea dclev@rabkigmnsutanb. Compaanm MMod: Evaluation Report from a corn Florida Registered Arohtect or ■ Licensed Florida Professional Engineer F1a404fi1Jt2 Products OLudW Assuarance Acorand for Use Approved for law Ipenct ggskp ftfi PrgdUcLMgdM. Numb, or Nam Product DmrWdm aLHYHE oulaid, HvHz assistant pressure 9 I. Themse-Tru Fiber -Clank and Smooth -Star Nominal SSM A &quokNo -I pad8quok Gland 12I312020 No Yea No WA Composite Edge Flbmates+ShVis Dow OrrowkglOubwkhg; X oonfigurallon) FIJ2a481.R8 Si4lk EnUm or Ste. 20 20Flfm4al-N3 Orpt version ttegLd�aer ggOkcr &D^--^� & u 1rsatlOktl EDL Ye�eOW eaGApp�Bd Aamisyed H9ms Review 2017 Thermo-Tru Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. King, P.E. 12/132017 12113,2017 122MO17 Pending FBC Approval Category: Exbrlor Door (419) 298A740 PE-43409 (813) 767-MO SWCa%gwy; Swi QM Exterior DoorAeeemdiea dd-o®M logmnaukwft. Compliance Metlhod; Evaluation Report from a ram Florida Registered Archted or a Licensed Florida Professional Engineer 19,f2ouli YMI d)ail lit d?•k Ides Yerelg0 1!!a4lAlY Sa!!t Eps1 #.L Validated By Yid FIG Approval 1 Revision 2017 ink Wright Lyndon F. Schmidt P.E. Ryan J. IOrhg, P.E. 10/15W7 07/122017 1011&2017 12/122017 Approved C+1Wory: Ex6ador DOOM (419)2WI740 PE-43409 (813) 757.8556 Subitalsgory: Swinging Exterior DoorAssembil" dcksrsrwbkigmnsalisnts. Cwnpllance MMod: Evaluation Report from a cam Florida Registered Architect w a Licensed Fiorillo Pmiaebmal Enggser F1a26MK4t2 Prodpets Quaft A Acoroved for Approved far Use $!a! Product Yodel. Nmnehw w Harris Contact Eumindbn Dale In HVHZ Sa�ket4mi 1?ssl� P.LtlMge 14 n. Theme -Thu FberChosic and SmodhStar Nominal S&M;0 SquokNoMmpacM,quok Glazed 12t312020 No Yes No N1A Gwnpol to Edge Fiberglass Single Door (Inswky/Oubwing; X configuration) '� gnthy or valmrt d By go go � Perm laic min YAolm Man gg� F .i.L� yam EIbaIYm FRe A MVW ApgrsyAlj sepia Revision 2017 Therme-Thu Corporation Rick Wright Lyndon F. SMmMt P.E. Ryan J. Kkg, RE, 42J732017 121IM047 1221=17 dkg FBC Appn Category: Fxisda Door (479) 288.1740 PE-43408 (813) 767-61556 8ubCeb(pry: Swinging Exterior DoorAssembHse dolmillrwbirgmneu6anb. Compbnce MoUW: Evaluation Report from a dorm Florida Registered Architect or a Licensed Florida FL$20014tl Products F1.0120441-RE Products FLI120401i Produces PtMessional Engineer AlaProduct Model Number pr Name SLW�.AMMM Prig Al ise A In NY tli o for Use, liaaal B�.bLIN Design P.J�➢rs. aids ProdustNlodal. Numbw w Neme Quality Assurance Approved for Use Approved for Use kneed onion In Hv 1i 20111LUM Resisters Ploasyrs aw Product Me". Number or Nam (blathLABYrs6fd Product Dommintlon Alrmmtedk, use Anar—d.for too In Hi Dia!l"tlYtli IDI� QJ�� ! Prowess FL/tW61-R9 P[gdueb 7 a, Themla-Thu FlhervCbnk end Smooth -slat Composite Edge 8�q rg*u Mmpad&quok Opaque 1?1312021 Composite Edge m; X -%Slogb Door Onnvlpgbu++ed+g; x coedguralim) No Yes No WA 6 E Thorma-Tru Fiber -Classic and Smooth -Star Nominal 8&#39;o &qud;Non4mcect&quok Opaque 12/31=1 Casa � Bryon �b Door OnswknWOubwing; X configuration) No Yee No WA 9 1. Thermo-Tru Fiber -Clank ad SmothSnr Nominal OBA39A &quotNon-Impad&quot; Glazed 12I31202t puhhe"Edge F Xconffiguration)ss Single � (I / No Yes No WA Ala 14 Proxima Model. Kontor w Nome n. Themre-Tru RBmCWek and Smooth -Star 91MIll.Ama�d Nominal 68,M�;0 &quotNon-hrpacmquok Gkzed 12131=1 Composite ibarpless Dow 9�ffiIffiSN@ Aseroved for Uso In HYM No Yes No pomm P� WA Sv[4h.Glaada Search Criteria S.arohcrlwrte (Inswing/O1Mw1np; X configuration) Florida DeparM7eM of Business & Professional Regulation Pegs 1 a+ Florida Department of Business & Professional Regulation Pepe 1 Of t Building Codes and Standards „srzofa Building Codes and Standards 116=18 Product Approval Application Detail Product Approval Application Detail Florida Deparbrlent of Business & Professional Regulation Pam + w+ Florida Department of Business & Professional Regulation Pep / or l Building Codes and Standards srmla Building Codes and Standards + srmle 1 17a016n5-R4 Product Approval Application Detail Product Approval Application Detain z fd* Znft or gek no D Refs Songs Enft or Pate lak Dote Pending 2ek mm VERSION] mmtdact¢u Sam EnginersJi� Validated By William Subraftled FBCAcorsyal Aeoffiowed am malk Yer!!ga Iltmufs&au contact EDagroordhLicense Va§dBw at YdlitirsMl Submitted r APgroad ;hates. Revision 2017 Than Tru Corporation Rids Wright National Accreditation & Ryan J. King, P.E. 12202077 090212017 12*M17 Approved Revision 2017 ne mm Tnr Corporation Rick Wright National Aandtaton & Ryan J. King, P.E. 12r 2D17 09/212017 12222017 Approved FLA11332240 FL#1533ZM Category: Exterior Loon Subcabpory: Swinging Exterior Door Asseftlies compliance lba od: Certification Merin or Listing (419) 2WI740 Mecegement Institute (873) 767-6556 ddcw�nwbldgcunsutents. ram Category: Exterior Doom SubCobpory: Swinging Exbrlm DmrAssamihles ComeelWwe Matlmed: CePo6at on Murk or Listing (419) 2WI740 Management Institute (813) 787-M5 ridcworwbldgcommbnts. can Sade >Ypt YArskO Revision 2017 tkrsderaanc MI Window end Doors Category: Extsnbr Door I:IdllLgt SmBkpt EDgimecu.MaDu Validated ev ants atanger Luis Robeno Lamb Steven M. Uric, PE t PE 574 (717) 3173464 Oak B!k Dab Paradises Validated aphsWad J'BS<ApQ[mtal OW132a17 08/11/2017 =16=17 gain AtNBmLed 10110/2017 S1alLs Approved Sissl! lapt YJItakB Revision 2017 1fsolLlalLrsr MI Na14aw and Doan Category:: Doom EOagLQi Semtel► Pmll�a.Llsa� yaudobd By Went Smn9er Luis Roberto Loran Seven M. Urkh, PE (777) 3853300 PE-82614 (717) 317-8464 !� >� ! �. YsYidatffi alisated F1W Apgmtsd 061132017 08/112017 061162017 10/102017 akbs Approved SubColo"! Sliding Egerior Door Assemblies baMngeramhtd.comn Slid 4ubCabpory: Sliding Exterior DoorAeeembSoe beNtnmritmhvd.mm Qua%Agumsent Approved for Use Approved for Uae itaga t ill Approved M Un Approved for k1faIP1 glaw Compibnea Meshed: Evaluation Report from a Compliance Medical: Evaluation Report from a AMA Product Modal. NumLw w Name Prodget Description Contract Exchrallcm Dab InHVHz gfdHm HyHZ Haab PJ3 , Aga ]!l�l. IDdiY}Y Outside HVHZ PMggQ Florida Regtserotl Architect of A IJcecead Florida Florida Rogedaled Andutect or a Licensed Florida 1 a. &quot,ClaabCroa&quot and AquokBenchmark by as and W Opaque and Gassed Fborgan Door wfh 12131=1 No Yes No WA 5 e. 8quokSmoM-Sti4quok and &gmtBendmsor by SM and SM Opaque and Gazed Fiberglass Dow with IV 2021 No Yea Na WA Professional Engneer Profasbnai Engineer Themes-TnrB,quot and wiMmt SMetbs. Imwng and OuNwlna Themn-Tn"ok and wf6mut Silents. Imwing and Outswing uctsPLM18s3 Produce ffit QualltLAssurance Approved .JIMUse Approved for Use ID.H)Q.$ S H11a 10@54t I gMlm Prosoms ,R4 AKI Product Modal. Num1w or Noma Qtnft Asouransha Procam Dnedprkn Conlrao Exwnrlon Deb Approvatl kv Uce Approved for the 11J>ooct In,}MQ Ouloldo Reald !?fi!m Proaeun search Cdtoe 3 SERIFS 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OXO 121312018 No Yes No WA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 121312018 No Ya No WA 145.3/4&quotx98&quok XO, XX 968quokx9ekluot Florida Deparbment of Business & Professional Regulation Passion Florida Department of Business & Professional Regulation Pam 1 o 1 Florida Department of Business & Professional Regulation Page i & I Florida Deparbment of Business & Professional Regulation Pegs I m I Building Codes and Standards 115=18 Building Codes and Standards 1 srmla Building Codes and Standards 1/51201e Building Codes and Standards 115mill Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detain e91,0115279-Aa FtJIW24M FLa+11332-RA Code ELdlty or Doi gale Dab pencim glk Gods Endlr or 21k 20 Do* POMM 2ek Sadt Enter or BAk 291 Dols Pending 211 Sade Ernfly 219 dot Dab Penmep go laps Ymaa d Enohser & IJexmee validated By Valkladled EgGrstlkd FBQ Approvail Approved aim lust Version Nkmeacbffw Emkeeral1cones validated mL VatldtAd Submitted PESiApproval Appineved all" miss Version Manufacturer Contact E-Inso<SJdconte Vol ided Be Yalbam Sam FBQ ADDrOVal AFC Abda LM Version Manufacturer Sam Enakeser In License Venda Br Validated SIB A Sims Revision 2017 Ciopery SuOrg Products Company Marc Weserfeld InNrtak Tasting Services NA, Gary Pfuehku 110M17 081102017 1216&2017 Approved Revision 2017 Clopsy Building Products Company Mark Weds raeld Inledec Ti sang Servkae NA, Gary Phohler 11129=7 68/102017 12IM017 APWoad Revision 2017 MI Windows act Doom Category. E iallor Doom SrdCabpory7 Stdbg Exterior Dow Assemblies Brent Smnger Luis Robero Lamas Seven M. Udb, PE (717) 365-M PE4014 (717) 317-84M Wangeralnawd.mm 081132017 08f112017 08M52017 1011&2017 Approved Revision 21117 MI Windows and Doom Category: Exterior Doors aubCabpory: Sailing Exterior Door Assemblies Brent SNanger Luis Roberto Lomas Steven M. Uri* PE (717) 365-M PE82514 (7M 317-8464 bamngerrsmiwd.oan Ml32017 0&112017 08115=17 101102017 Approved Category: Exterior Doors Subcategory: Secdonel E tenor Doe AenmbSes cprrhpibmmae Metlwd: Certification Mein or LisIHg (513) 7I0.8062 Inc. (513) 5194568 ppveatantablrJOP4Y•porp Category: Exterior Doors Subcategory: Sectional Exterior DawAeaen ups Compliance Mined: CemAation Mark or Lletlnp (513) 7788082 Inc. (513) 5194M nwmelmaeld@dopayoxn — compliance, Madilm : EwWtlon Report tram a Compllsnca Method: Evaluation Report from a FLatss7a.Rd Prmuete Florida Regebred Atchbd or a Licensed Florida Fkdda Registered Architect or a Licensed Fiords PLata279RS Products CIO Professional Engineer Probesbnal Engineer Quaillif Asamence, Approved for use Approved .for Lee MOM onion Ouatib Assunna ,y" Aporaredfor use Comm aeaE ProdmtModal.faammbtrwabme InHvHZ SadaldsHV¢ H PJ Slat InKVHZ SdddassNyHz !il.W� Pmam. ae9.a Product Modal. Nardw"Name Qwllb Ammar eas AaM &,W for tho Approved In.HVHi S for Ur lmatcf i nmtuld 1 1.'L1llER am Product Modal. Number or Wins 9wa0LAessula dt Contract Expiration Approved for Ina Approved for Use liggio Mte In 1j,�Qg R gglam PIS 37 037 Wb-09 PAN-2F151:84A, 9/, 73, 75, 1BM, 190, 76, 78V, 4RST, 4RSF, BRST, BRSF, 2RST, 48, 42. 55,486, , GDSSV, GRSS, GR5SV, ARSE, ARSSV, Steel Pan (min. 25 ga.) SingleCar(up to sw wish) a&2120g8 WINDCODE&0174; W5 College Door No Yea Ha +30 PSF/42 PEP 53 063 W&16 PAN-2F153: 84A, 94, 73, 75, 15M, 190, 4RST, 4RSF, BRST, SRSF, 48. 42, 66, 48B, 428, 55S, Goss, GDSSV, GRSS, GR5W,, ARKS, AR5SV, EDSS, ED5SV Steel Pan (min. 25 ga.) Double -Car (72- M IVIr 0521/2028 wide) WINDCODE83174; WS Garage Door No Yes No +30 PSFA30 PSF 1 SERIES 420 ALUMINUM SOD SERIES 420 ALUMINUM SOD OXO 12312018 No Yn No WA 2 SEFJES420ALUMNWSW SERIES 420 ALUMINUM SOD OX, XO, XX 121J712018 No Yee No WA E28�55S 14534&quot,:x80&glqt NON -REINFORCED 988quot7r80&qud; NON -REINFORCED O Florida De partmlNtt of Business &Professional Regulation Building Codes and Standards Pe"loll or 1 I02018 Florida Department of Business &Professional Regulation BulAng Codes and Standards Paw+a I 11 rzole Florida Regulation Department ct BUSIneSS & Professional R u18tI0n Building Codes and Standards Pam 1 a 1 IKMIe Florida t of Business & Professional Regulation Departrnen eg Building Codes and Standards Pape, d 1an lr ads 0 an Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail P Smell Maas Vas Revelon 2017 Lunubew MI W imloes and Doors Category: Exterior Doom Subcategory: Sliding Exterior DoorAametes COMPUi Mog : EvaWetim Report from s EW N or contact EOphnranLicense Validated By Word Sharper Luis Re6sM Lomas Sewn M. Urkh, PE (717) 358.3300 PE-52514 (717) 317.8454 bamngeramted.com gore no Ydd" S>bndthd 081132017 OBM1t2017 Dab Pand- g FBC Approval Ausloarved 05115/2017 10110=17 Akt& Approved FLa2M14M Sin6 malt Yltelm Reviabn 2017 M. POT Industries Cabgay. Exterior own; SubCatagory: Sliding ExteriorDoorAaemblies Compaemu M a — CsritlfrAtlon Mark w Listing armor SaDkat aDahisser#Liaam Valklatiday Dean Rums, Moron Dade BCCO - CER MIemFDede BCCO- VAL (941) 486-0100 (76M 315.26M dmark®pg0nduabl es.axn mlk gek passP..S- go Widened Submitaid PIC Anortmal Aggtinted 1220=7 11220 817 12252017 Skis Approved PLaf15a7 N7 Soda min Van]" Review 2017 Manufacturer CURRIES Dlvtsbn of AADG, Ina eobgory. Ebdor Doors So"Iesnery: Exterior Door Components o Conghnce abtilpa: Cetifiation Man w Ltstlnp & rjw or Contain Enakrer&urmaoyoiwmwBy Dedk Dew UL LLC Ted Bemnn, PE (641) 4&1-2844 (305) SU47DY daw.dedl�aespebloy.m m 20 Do lale-efm" Val Submitted PWApproal i lrk=17 1021MI7 Qtk ApWayed 12A)5=ry Approved F11.0174994e2 Soda Iyee Yerska Revis m 2017 m nububm MI Windows and Doors Caegay; W plows Subcategory: Compgrra MMod: Centl&atan Mam or Ltseg pmM w (almct Ehakssr&Linvoo Va1N.bdBy Brent Saleger Madan Archbdural Steven M. Urich, PE (717) 3653300 Manufacturers Association (717) 317-6454 Matnpe�rrlwd.mrm link Rik RtltEmdm 21k Vsdktaftd S!altsfibed FIBC Approval Approved 122912D17 121132oi7 AMR Validated Fbrba Regisered ardhbd w • licensed Flomda Fla17a37.R7 Pmeducla FLa174B9R2 Products Profasskmal Engineer g,NMW Anunn9 Approved for Use Approved [MOM Doolan Duality Anuraws Approved for Use Approved for Un bald Design Dually Anurona Approved for Use Apwpvwt for Los Immet Design Alfa 5 Product Modal. NrmYw or Nana SERIES 420ALUMWUM SOD REINFORCED Produat Doesorliplon Data SERIES 420 ALUMINUM SOD REINFORCED XXX 1213112010 �pyed far Un in HVHZ Outside No 19 RnI8ftnt Yes No gH1- Prasuuo WA 1100 a Number or HUM Product glossal. (Large Missile Impact) SGD-5870 Product Description Vinyl Sliding Gba Door 04/14=1 �Km outside � YY" Yes Yes S WA Htl2 1 807, 707, 727, 747, and 847 Single and Pala of Omm Produc21?l6dpYm Flesh, Gazed, 04 Louvered single and pairs of 12131=5 hollow house doors. 1, KvHi (hand,HVH2 Yes Ya Yea PJmNn WA aeAgaPupdmt 2 Mehl. NaMwwNwnr 185 SH 62x84 FkdFWW Frame KYSG Single Hung 10109MIS 1, HVHZ Doom".mvm a No Yes No PJlamrs +S&AO lismb&ma 143&quota96&qud; < 2017 FL 111.1 251.10 Cn -tf Florida Department of Business &Professional Regulation Papa 1 a 1 Florida Department Of Business & Professional Regulation ape 1 pr1 O W Building Codes and Standards 1/60018 Building Codes and Standards Illimle Florida Deparbment of Business & Professional Regulation Building Cedes and Standards Pram 1 o / immix Florida Department of Business & Professional Regulation Building Caleb and Standards Pam I or I lawle Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail V a/ pr tl5349.na FL mm Version Mimi 220= JEngineers LW� :�Lgvalidated By �k Ilk d Yt� submitted l�dfmmlN gffit Aopmyad $lads Sad! mega Yealm aeaeplaaalrar EmdroEM L Satdast E08�e[.ilio>m Validated !kw � 11.CApprom Qtk YaadtlW alOrsakd 1ST Bpprsyld Sty FIMS2754U L]Jf122iEHa (act mm Version Rovhim 2017 F1.0,152794ta.Pfoducit Aknuka4lw Cluny Building products Company Cobli Exterior Doors SWCnpory: Sectional Exterior Door ASWMM" CompltsnceMod : Certification MarkorLINIng Sees or Smobwt Enishoor,41,11conse VdMalad By Man Westerltsld Inbrtek Testing Services NA, Gary Kohut (513) 770.8062 Ina. (513) 519-8588 mwearsdbld@dopaymm 10 21k Va21tabsd Bob,akd 1112VID17 06110=17 Dab Pending 21h PBC Approval 12ROW17 am & Approved 210 ]spa Version Revision 2017 t Cbpay Building Products Company Coteaory: om Exterior Do Sectional Exterior Door Aasenhbtes Compliance Maarod:CertMalionMark orLIWpO '>omirm cords, t Emplleffi3 trloon1! Vdkhrod Sy rileM Man vvaseImerek Testing Services NA, Gary Pluehbr, (513) 770� Inc. (513) 519.85a8 rtmeserfieklrsdopay.com Data 291 glk emunIA 21k Validated Submitted FM Awrowid Almplud 11IIB12D17 08M 2017 12M52017 Ama Approved Revision 2017 aeadtProduct MI Windows and Doors Cafrgory: Windows Subcaegory; Find a Model. Number or Nam Brent SWmW Amwkan Amhbdural Sewn M. Urich, PE (717) 3853300 Manuteduran Assodown (717) 317-8454 bemngerQmhvd.mm Sby2gtAu�i PDffi5t41sod01m consent gxnklgm 121312017 12131/2017 ApwovedfarUee Dde In Hon Outside YHi 01/042018 � Rfttowm Approved I1� d Revision 2017 Ftax4a426 Products ial POT Industrial Category: Windows obCabgery: Forced ctsmpaenpe aaedhod: Certificate. Mork a ListingSubCWppry: Product MOM. Nm.tberorl se a Dean Ruark Miami -Dads 13CCO - CER Miami -Dada 13COO- VAL (941) 488.0100 (788) 31 &2590 dryarl�pgtindustrba.can 9wlllyAsinterg Ploduct D000rbefign Contract Eaulkadoo DOD 12aW017 12108MI7 12262017 Aporondfor um ImpactDeal- btltlrH2 2WWdL rig Resheam Approved pU — O L Q Quality, A� Approved for I" A1110rand ft, use alwag Dnhas QuaM Asinganct Approved latuft Approved for Use WRIO D@61M 1 185 PW 73 x 72 Insulated Ginn 04)0=18 No Yee No +60490 9 PW4=(Law Mlsab Impact) Vinyl Fixed Window 04MOM20 yes Yes Yes WA � beg$ Product Model. NumborwName Product InKVHZ Q HVHz 1 PJ3MWre aura Product Modal. Number aNans gLdame.Hya Magdalena PJwprs 85 0a5.41. PAN-2F163: 73, 75, 84A, 94, 42. 48, 428, 488, Seal Pan (min. 25 go.) SmgbCar (up to 9'0' wide) 0 firma No Yes No +38 PSFI42 102 102 W676 PAN-2F753: 73, 75, 84A, $4, 42, 48, 428, 488, Steel Pan (min. 25 go.) Double -Car (8'2" b 1612' 0&212028 No Yes No +37 PSF/41 4RST, BRST, GDSS, ORBS, AROS, ED6S WINDCODE8M174; WO Geroge Door Pax 4RST, BRST, GOSS, GRSS, AR5S, ED5S wide) WINDCODEdi174; WO Gvege Door PSF U U O L Florida Department of Business & Professional Regulation Pegs f or l Building Codes and Standards 1 &rJo1s W Product Approval Application Detail V Florida Deparbnemt of Business & Professional Regulation pats 1 pr I Florida Department of Business & Professional Regulation Pam + w+ Building Codes and Standards 116=18 Building Codes and Standards &tote RA7648 62 Salt Eotlly or oft !o Bob Pandits ga M W Product Approval Application Detail Product Approval Application Detail mast V&Wm manufacture SspAkot EminwaLhnayaiwabd By Yidkkkd SWmftd FOC Approval Ao�ssffi ails Revision 2017 Themm-Tm Corporation eeb Donn Rick Wright Lyndon F. Scmnkdt P.E. Ryan J. King, P.E. (419) 2WI740 PE-43408 (813) 787$556 10118=7 1011812017 1110=7 12/122017 Approved LU q fMxe_eea FLM5951-M .� Sade inapt Version Revision 2017 Momebectu POT Industries Caloli Windows LM* w 29 dmd Engineer & Learms Volldkod By Dean Ruad Memi-Dede BCCO -CER Mom -Deft SCC.O - VAL (941)48MIDO (786)316-2600 $ak � V lWdgd albrs2ied 12120/2017 12/0612017 Dab Parham go FBC Ann oval Agar 122&M17 Esdln Approved Soda maps Vertices Rwlekn 2017 Iftnub Aura MI MAndows and Dona Category: Windows Enft contest Enolnew & License Validated By Brent su ge American Arohbduml Sown M. Undh, PE (717)3653300 Maodecuress Anodatlon (717)317-8454 gift 20 Don INndm get Velidakd Submitted RC Approval aAd 01=418 01/032018 BMW Vandabd F1.017640412 Produchs aNg y: Swinging Assembliesrldov®nWkgmroulbnla SubCaance S cod-. 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Relaxer or sops (iW2eL0•W[m99 Product Dondakn Cotlnm ExekaUmm Orb Approvaid for Use Approndfier In NVfu Dow&NVNZ hansignit wig Ir'nim Primp: z FL92Wme POmuYk FLOISMASProducts 1 a &quokFlbeClneloWot, &quotSmoohStx&quat, 6MV.8 Ltquotlmpectli Gt.xed Fiberglass; 12131=1 No Yes Yn WA Q $tp3 7 PmductMoM.NwnbwwNmm SH-W00 (Large Minus Impact) QUOM Assurance Product Dosdodm consent EMAISOM Dab Vinyl Single Hung Window 07/30=0 Approved for Use Approved In HVHZ ouktda Yes for Uss 10= tllmi PMI&td Yes Yn DWM pJ WA amin 1 productmoml.mummbwwmame HS 188 Fm and Flange From Ou M b Aanrance 79x62 insu dated Glass 02/182019 Approved for Un Aooroved for the ,Impact InHYM SBdatdaJfllHi ! No Yes No gomain PJ31tlum +51448 &quotCtseekCraa&quot or 8quct;ClessipUaft RustcBquot Singe Door - pp Inswing or Oufewing Conflauralbn J a SHEET NO. 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