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HomeMy WebLinkAbout3217 Kresterbrooke LnS24 7 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. ALL WGRK Si' IPLY WITH PREVAILING CODES FLURICIA [3;LHLDI;�G CODE, CS COVER SHEET 1 FLOOR PLAN NATION%;L rLl=CTP'r. "'CDE, AND THE CIT'�' iz)I" �EicNYRHILLS , I � ORDINANCES REVIEW DATE 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS CITY OF ZEPHYRHILL PL�1N� EXAMINER (� 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 S3S STEM DETAILS S4 DETAILS S5 DETAILS ' SS RETROFIT DETAILS D1 SECTIONS & DETAILS — —� - — WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS _ PA1.1 PRODUCT APPROVAL NUMBERS A B B pf� E\ / I /\ T I O N C+ V /`1 �7 PA1.2 PRODUCT APPROVAL NUMBERS T _ _ PA1.3 PRODUCT APPROVAL NUMBERS _ -- A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated-1 Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room- A,1C Air -Conditioner Ft. Foot/Rad. Feet Radius ADJ. Adjustable Ft . Footing g g Ref. Refrigerator _ A.F.F. A.H.U. Above Finished Floor Air Handler Unit FIX Fixed Galy. Galvanized Req'd. Rm. Required Room ALT. B.A. Alternate Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter RIS Rod and Shelf ❑� ❑ ©� Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. ❑ ❑ ©�LL - Bot. Bottom Hgt. Height Sh. Shelves l B.P. BRG. Bypass door Bearing HB Hose Bibb Interior SHT S.L. Sheet i Side Lights g =[:101::] — Cir. Ceilie KNVaII Kneewall K/ S.P.F. Spruce Pine Fir Clg. Ceiling CJ Col. Control Joint Column K.S. Knee Space Lauri. Laundry Sq. S.Y.P. Square Southern Yellow Pine ❑ = F711[Ell F=�E ❑ Comm. Community Lay. Lavatory TB Towel Bar I� Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Ded. Decorative Dedicated Outlet Max Maximum T.O.P. TR Top of Plate TOWEL RING z Dbl. Double M.C. Medicine Cabinet Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER 72 Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent D ry Mir. Mirror UCL Under Cabinet Lighting 1 D.W. Dishwasher U.N.O. Unless Noted Otherwise d Ea. Each Mono Monolithic V. Shower Valves �' E.W. Each Way N.T.S. Not to Scale VB Vanity Base cn Elec. Electrical Opn'g. Opening Vert. Vertical 14 Elev. Elevation Opt. Optional V.L. Versalam °2 Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer a FBC Florida Building Code P. PHONE W/ With Fin. Flr. Finished Floor P.L. Parallam W/C Water Closet .- F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Sys Floor System PSF Pounds per square foot s N 0 REVISIONS J N 08-20-15 1.0 NEW BASE PLAN I 12-8-15 2.0 FRAME -WALK REVISIONS 12-28-17 3.0 2017 FBC UPDATES 02-21-18 4.0 ADDED GRADE BEAM 150 MPH ENG. aRl MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 0 MEAN ROOF 30 FT. HIGH TYPICAL 1.2 FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID o FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors oIsm It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed �I Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to a� 'o review all the information contained in these documents, prior to i the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the co o information found in these documents. Any questions regarding CN the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be 1791 considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the w agreement. (DV u, z MIR O z z QQQ a CD � � a--+ w � p O "' e o 0 U w E a� M c to �6 .1 fM tlu� n: �i 0 LOC lC) ¢ Ch p � a o Z Z U) N r Z � N J W V_ Ol O N I.L LLs W - 10W a dcu_o 30�_V < c L 1 �. Z 0 To the best of the Engineer's knowledgd; info"41tion, and belief, the structur" lglaps apd specificaomi cdntained within these drawings comply with tht 2037 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV 0 � n ITV) M O Z M Q Ln Q. to Z5 C Z Q LL M < U fu Q� 91L E § Z H W J� d' �z �o zaa f a wZ�ir oQ-O � ZWWM R f J W 0 U) 8 w o�u u W z° T _ � <Z Z_ Z -0 o z U = U Ja �� o� a,0 o'N 0 Wo�B Q J W W Z Q Q ~ £ Q $a�2 Z J ,--I L U X z of a Z o a $ � Q Z a 0° O N oo g = �Z a o LU £ SCALE : AS NOTED DATE : 3/16/2018 TECH : MJAM ES VERSION N0. 4l.0 SHEET NO. C S 0 0 v !I Q 00 co E 0 00 N I 1'-5" A S3 K?rH?i O 35-SH 6-3" \ I 0Z 0Z \\ cnJ J_ \ NW NW \ (V \ 30'-0" in CAFE AFEFAMILY ROOM VAULT. CLG. `\ VAULT. CLG. CARPET \I� CARPET �i PATIO o �\ ---- E 0CD LO I I I 2:12 it MY- � I I I in $'-0 ,FLAT GLG. - 9'-0" I 3'-8" 2'-8" 4'-3" 6-10" T-T' OPT. D _ • PT. VV 5'-0" 1'-5$' 4S3) R ER VENT ---- -- H 1 r-I TH RU ROOF I!r■1 I � - - IL JI,� (4) 2x4 #2 SYP STUDS W/USP G = qOrn HTT4@ BASE S3 v N N OWNER'S SUITE 8'-0" FLAT CLG. I CARPET TYP @ 1 STORY %A I I fn _ fn Ir OLO N 1 W 12, I8" - - - - - - = CARPET - - 00 IF L—_—_------- —J O - o FIBERGLASS 00 la- W r r I i0 SURROUND I� I - D.W. I O o - -1 _ '� —'; —� e 3 2, 6a 2„ - 9':28 INK,4 DIS 3'_58 - --5 34 - - - - ' K., ITC-H T - 814" FLAT CtLG. -„ SAT CLG..- PANTRY "' TILE -ILE' a mui w CLG. tC)- 1 9_ 30 30 9 — - io TILE 0 00 �! 5-SH --- O O ---- -r-- _ CARPET 60" X 36" R&S 9'-4" FLAT CLG. SHOWER N F BERGLASS _ 8'-34' i'' 3 -83 10'-4" HALL SURROUND 4068 B.F. 2668 BATH I - .. v� CID ; •: BEDROOM •9 , " FLAT CLG. • a CARPET ■ IIIIIIIIIIIIIICIIIIIIIIIIIIIIIIIICl1111111C�1�'[71111111111 e p 7'- EGRESS 25-SH O 4'-8" , V-4" I ENTRY I 8'-0" FLAT CLG. I I HANSON BOX @ 36" A.F.F. EDGE OF SLAB 2" °) —�— BEYOND WALL K 2-CAR GARAGE S3 8'-0" FLAT CLG. I C7 I �� I ( K \ 'BEDROOM 8'-0" FLAT CLG. CARPET I I— — — — — — — 7 I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I D S3 ---- G.T. 4068I B.F. 9'-84" EDROO 4 8'-0" FLAT CL CARPET O O iD S3 U) Lu X O ()� A W M HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2600 PSI H6 (2) -1 3/4" X 9 114" 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 20 X 26 18 J X 25 j S.H. 13 20 X 38 j 18 J X 371 S.H. 14 20 X 50 j 18 } X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 18JX714 S.H. j 32 27 1/4 X 26 26 X 25 S.H. } 33 27 1/4 X 38 N/A S.H. j 34 27 4 X 50 j N/A S.H. 433 N/A 26 x 371 S.H. 434 N/A 26 x 50 S.H. } 35 27 J X 63 26 X 62 1/2 S.H. J 36 27 J X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 } X 25 1/2 S.H. 23 37 1 X 38 j 36 j X 37 3/4 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37 j X 63 36 j X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 501 52 J X 50 S.H. 35 54 X 63 524 X 62 4 S.H. 36 54 X 72 52 4 X 714 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE"C" OA +29.7 / -30.8 © +29.7 / -39.2 © +28.3 / -30.8 OD +28.3 / -36.4 �E +26.6 I -28.0 O +26.6 / -32.2 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES SOFFIT DESIGN PRESSURE 1 +34.0 / -44.8 WALL LEGEND MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED CD Z C) — oEl Q a U) z WL/ CD /�')� (1) cn 4--J W �U — O c E m U t1J o W'111'a'. F— s 4) M Ql tp M O O N C tU-00 Q. 1 Q " � v 0 g o Al I B D. din d to NI•(/ �.r !9 - 0 a b 10 z -Sf . a; � ' `� � 5 :b 1WW't ¢'o oC) 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 for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z No o w f\ 00 ►4 M M QU-)-gypLn a cn •� � <C z U 0000 Q z E Z M WJ � d' jZ wn z¢o f F- w4�� 00W z w w M z z Z g � 0 W cj � Oyu U W F 2 L �O O fz O S 4 T� a Ofn = U)�f a��1a0 O N J x O U O j y� N Z<0 z wq Q 8�s Z ^ Z J�--I o� LJ.J Q Z z UVU LU ;5 8 <Wz k N Z U Rz m 00 _ a z £ .--1 a U0 SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION N0. 4nO SHEET NO. 1.0 '11 1 1 1 '1 11, 1 1 11 LII I I11 1'Nh."g I I I i —1 1 I' 1 1 —1.L111 ' III - — — I— - - _ 1 - --- 0 MIRROR 0 ih O M W 3L OWNER'S BATH 1107 1, Lff�jj KITCHEN ISLAND CN BATH 2 JAI `Hoop Ll 0 MM EW-11 F11 LL r= M I - "i-I O RANGE KITCHEN i Lii U111 O C'M O CV 0 N OPT. REF. KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" z M O Z N z QQ Q (D d V / (D Q) C,/) +—� W � V � Ow Lo o c�i) 0 mI- U W aD M C� t0 co LU O N U Q� Qo N C 9 D C Ila•`Y � M �• �J -{i •.. .k ch •` z� m } � arc_ •�. N LLI O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z [V O a) N �••I o t>-I�Mp M Q 'gyp Ln a c�•L�t- H�L� a ,•. Vfl. '"i Q �00 z CD W J C) Mj o: LU zaa Ea F. > w¢W0_ zU0 M� Z v, 0 j Gaon J < 0�Cg U8 " © W O z8 L- Q Z z ��'// LL L Z O Ln G T W O _ z 9� Q�� O 0 wo99 V a k N I� z Wz< �<Q Q ~��Cz �isu-o z Ln W- u a J iu Q LLJ z Elo $ZU �,, a 6 0 N Z Z tu �z Z O oo g = ¢ z rn T-4 a U0 SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4w0 SHEET NO. 2.0 r n F5 12 �5 MIMS ------------ . . . . . . . . . . . 1 35 SH INE -1 -1 _1 1 "x10" SMOOTH TEXTURED BAND 1'-0" TEXTURED FINISH FRONT ELEVATION - Al SCALE: 1 /4"=V-0" 9 I 16'-0" RIDGE VENT v --- -- -�`-- — L- - Te - - r IDGE VENT 12 12 N Cb — - � TOP —�--- -� -��-sue- �-� �--� � � � _� �.- �� _aa. � �-, � — ' — -_= � g��-- _ TOM 3 HDR HGT. ---1'-o-'------------------------------- ----------------------------------------------- 1 -8 ,, jN , „ TEXTURED _ 0 nC 2 -� CEMENTICIOUS _ FINISH ON C.M.U. co co o (TYP.) CD c N y - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --F.FL. i LEFT ELEVATION - Al • 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering 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 / SO. FT. z M — o z�z a OM +� w p �U — O "' -0-c E Vi o 0 U ry!,�` W . J,p S:i, !— a� M C� t0 co C N 00 U� L 00 ri c Nno Y ¢ Ol in v Q O A MD. 1 NC9 D. t' ° c riyF r 1�r p .25 Ul. Ur w W< ck-, , ca Nfa0�• m: rI, 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. >f O Z 0 a) N i � M O QU-)'gypLn a cn •L �r Q vLLto ,M IY U a 00 Q Z W d' 0z Lu za f f- yZ w 6 �a Z UZ8'0 0 0 K U zED z Q z K f pJ W 00,0 u- "�-04 ® L W Z z0 Q U JJ fz � T� Q � O U = <C �Lu o� . cn Of- _ CDO Ne V� ¢ x O U U�82 C n'¢ ioa.o zu,o� g�W� Z ��� 2 Z LU �--1 In Lu a f a<ce J In W 6i zo �< rn Q z wFl- aZg � N Z Z � m O i oo g W = �o ` w rn T-i a V) SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO- 4mO SHEET NO. 3.1 I I _ I I _ I II I I I I- — I I I I I I IL_ I I I I I I u _U 12 5� 12 �5 T.O.M. 004 1I-0" —------------ HDRHGT. EXTENDED OVERHANG TO BE CENTERED ON DOOR TEXTURED o CEMENTICIOUS zo - ' FINISH ON C.M.U. °? 0 0 (TYP.) 25 SH 25 SH 5068 SGD F.FL. 12 5�4'-0" RIDGE VENT 12 5�� 16-0" RIDGE VENT 12 ;:�-_ 5 HEEL T.O.M. „ ------------------- 2r-0— — ---- op HDR HGT. — -------------------------- —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ---------------------------------------1---0� — — -- TEXTURED TEXTURED 2'-011 o - CEMENTICIOUS CEMENTICIOUS Of co 00 FINISH ON C.M.U. FINISH ON C.M.U. Ito (TYP.) (TYP.) 35 SH F.FL. — REAR ELEVATION - Al SCALE: 1 /4"=V-0" RIGHT ELEVATION - Al 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION ,.G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. Im zC> 0 z� J V) CD IN •U — w ~ O ZD o 0 m04 U w a>> r $ a) M CMco O o N 0 to Y ¢ m ppo In G:s a Q O A, Ncaoc d - . B D\�` N LL y,I C '. Z o� < N•tf. 0 _ .:aJ '''''//'Ill';,;• .. i o ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z� 0 ate-+ > O M Q L,r) 'MLn a tn•�d' HC LL a U CL 00 Q E00 Z � W �� J OZ za f¢ ~ Cif z Warms O oQgo w Z l i J QXQ a 2 Z W Lu W "�E�io J LJJ gZ o �z C1 1� 0 z uJ Q o� Quo Cm' o ,- L1J 8 5y O Cr W o r- ZWo< a < LoaQ3. a�W0 Z u �E W W �o J r--I W Q Q L In~ Z u YQ Z V • Z coZ LU <Z o g -r-A SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 3.2 2" 1 „ 2" (V "NOTE: FOAM TO BE USED VARIES 1'-10" 12' 1" RADIUS CAP x CAP ONLY WHEN REQUIRED BY - ^ 1/2" 3 1/2" RADIUS RADIUS =la t°' COMMUNITY '� 3/4" RADIUS--. a 1'-54" _ Ma - ill 00 x C° SPECS. IF NOT, 1" 2" OPENING VARIES 2" � N ;a DETAIL TO BE r `0 BUILT W/ STUCCO. 1/2" RADIUS 1 1 iv EDGE OF 1" 4" VARIES �• OPENING VARIES 1'-4° 0 22„ VARIES N 2 VARIES 1 1/2" RADIUS 4" 34, 4" 4 Ail, � � 2„ � 2 1/2" RADIUS SIN � VARIES 1z' ,,, Ch 3z" 11" 32„ 1" 1° 1" BASE CO iv BASE SIN 3„ ,,, 2 2 a a 4„ SIC I I 1U "NOTE: VARIES 6 8" 2" 3„ FOAM TO BE USED ONLY WHEN (D � REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2 : �'N 1'-6" 1" 1'4" 1" DETAIL TO BE BUILT W/ STUCCO. 2a EDGE OF OPENING . 0 1-1/2" THICK 1-1/2" THICK 10 CV i ^M 24" 10" _ 04 `Iv b1 gib" -- - - - - I a" 1„ 2 2„ 4„ 3„ N 2„ 2„ iv W > w r N co > - - x 1-1/2" THICK �. 31" a 2a" � _ 'la r-IN M I 2'-4" -- -- 52„ 1,-5" 51" N o T �+ 54„ V-4„ 3„ I I I I N - - - 00 N I 4, 1„ 1g VARIES VARIES b 1„ 2 T77 N _ W � � 22" Q M - - - - VARIES VARIES -- - • 4" 8„ 2 P CN CV O a r _ (V � (V 00 3„ �a Q.� � .�. �41 ^ 6' 4" (V <V KEYSTONE F11 o OPTIONAL x KEYSTONE F11 00 OPTIONAL rn cn i RiS'' 11 2 4a' CD R¢41" 'v L3-a N " 2 4" GARAGE DR. OPENING 4" ' 4" WINDOW OPENING 4" 4" i h=-h NOTE: • INSTALL OVER STONE, TYP. c VARI • FIN. TO HAVE TRADITIONAL rM LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTE: • FIN. TO HAVE TRADITIONAL LOOK & 14' 1'-64 14 12' 2 1 1'-4" � 2" SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 54„ 1,_12" 54„ `0 0 T-8" 7 CV E 1 " 101, 1,_4„ 101, c� S 00 N p. ----- ----- - ---- ---- (V Eo - -"i yLZ o - 1„ i _-_ _C11- U d M M r 2 00 N � CV 1„ M � 1'-1° r' GENERAL NOTES: - • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH CD u, Z o Z CO Q a U) z C V) 0 Q w � p w O ► �M o0 ~ U mr- L.U 0 I.dM C (O M �° C N O 2 N U _ L IL co o f0 o Q rn rn Q o BID. Ns� co CEV N N N_ z two N O M Z O I.l /�y ii to lL N W ; =LL € w a W♦� �/ a n z Z 0 _,o C)o f� Hama -2 LLZV o r aN m m J o W of o ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O a� O � 47MO I M Q U) a N zcl� Q ( LL Ln j a 00 Q � LULU Z C:) Za aQ fF wi-& UZO0 E .. - U Z w w Ct: J �nfw OW LL N W O L C) g Z O f z L V,3 C N � Z TI � O O U = Lu Quo Ne O LLJ us�a r4 z<o J 1 ` t7aQ�i LU Lf) ,_I TT' We CW t ' G o N O Z U S Q H Q Z V , w M o g 'LrW' ... � SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4mO SHEET NO. F1 Q rn rY N cV CD Z. rn N 4 00 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 III #14 copper to lights & outlets NEMA 1 200 AMP 111, #12 copper to 20 amp ckts 01 #10-2 copper to WH 01 #10-3 copper to Dryer METER MAIN O 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED---. INTERSYSTEM BONDING TERMINATION PER NEC 14, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2014 NEC. ----------------------------------------------- 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 PEPP DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE 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 EXHAUSTFAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) E SD SMOKE DETECTOR o CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) i TELEPHONE (OPTIONAL) L` TELEVISION (OPTIONAL) E2 o ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. 0,I O THERMOSTAT .o ELECTRIC METER i a ELECTRIC PANEL a _ML-A DISCONNECT SWITCH t" ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN 6� (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER MAIN ELECTRICAL PLAN SCALE: %4°=1t-0" U Z ch — O z� a i� W 4— w �_ Q Z — O"' c E 0 ~ U m r` M w rat ~ c M ro Cl) O o N C) a�0 U_co Cc �Y� 11 o72 ¢ rn a < CS B D. N�� =J1 �7�Z y Za' � zLJL Z _ .iMOc LL, p W mLL W W O Z25- Z Z N! oo m m LLW W ¢ N—N is M 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. 0 0 Z cV O a� 1­4+-Jo > (n M O 4.1 Q U) lP, Z Q ll M �U n00 Z § E Z WJ � d' J oZ W� Za f w ¢ it a U Z 8 O ZdLZUQ j ZZ Z 0Oa,!� W Z ILWoU) t Scio Q oZ zZ Q_ aU > V o T� O V w U = W L J uj o'er o 0 N J T'I xOU � ¢ z c G �aa3 < o 2: Z Lr) a�o� J rl LU Q W Z �Wo Zu z � N Z ? m ` Ouj 00 2 Z ,--i a to g SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 4.0 00 N 0 a E E 0 x ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of of vented IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation (See Elev) required needed required soffit by upper needed ventilators Main 19.000000 2.000000 Floor 2276 2185 312 1092 78 546 561.0 285.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 6th ED. RESIDENTIAL. ROOF PLAN SCALE: %4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.7 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.7.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.7.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.7.3 Water-Resisitive Barriers. Water- resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.4 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 6th Edition (2017) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 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. Z M —o z� Q J a Q) C 4 — w �_ o �V — O w E o .� c%� '— 0 m 04 U ■ M .' H— E CD M 07 M 0 C N LL 0 OD U rti �i o ME o in g- v tRQ rn y . 'rn Q 6 A '� n t l / ♦ �a i V �'• � o'er �- m °° Z o <C. b v O ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f 0 O(V z O N 11 > O M Ln Q '� a to d' � u) Q + < U o - ono Q E � Z W J� J z 3� w� zE f w z¢arra UZOp Z w ZQ z O LLJ w0 0 Q � Uti,I O L O Z z O J T U f z H V)3 J UU = Lf LL 89 aYVQ�Q cri o N J T'I O X OU O O oo f AV '` z3HA < Qo z Jr-1 LLI z Z zou ��2a w t- 0° 0 {� oo z 4-5= ` z rn V-q a to SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4nO SHEET NO. 5.0 I2 O d E E 0 00 37-8" 7-1811 T-281. 61 0„ 2'-9" 51 211 A S3 5'-1 ° 6 4" 5--0" 3' 0" TYP L H.B.+ S3 2'-6" x 2'-6" x 1'-O" W/ (3) #5'S E.W. 1 ■......... ............... ................................. _ o .................... r INDICATES FILLED CELL w/ 3000 PROVIDE /2 x 9" N o r PSI CONC. GROUT FROM FT. TO I RECESS FOR FRT. DOOR d 31/2" SLOPE co LO STEPS AS BEAM W/ (1) #5 REBAR VERT ABOVE SLAB TYP @ ALL to TOP OF CONC./ PAVER TO BE 4" I q co BELOW FIN. FLR. 2'-O" 4'-0" 2'-0" `t 6'-0" 1'-10" 6-2"0'-0" in REQUIRED PER FIELD PLACES SHOWN HOOKED FTG. I r` CONDITIONS DOWELS 5" EMBED W/ 25" EXT. CJ ABOVE SLAB "GRADE 40 STEEL" - CJ C .......... F.-. .■�■ ■ ■ ■ ■ TYP PROVIDE 1 Y" RECESS I FOR SGD. REFER TO HVAC CHASE I oorn L S3 I MASON'S SLOPE FOR �rBASED IWIDTH i2 ON ON T in I I l(2) #5 REBAR 3 1/2" 32'-84" `�4'-88" VERTICALS w/ in FILLED CELL I — — 37'-52" 2 V-2411 64" 3-8" T-8" 2'-1" -3 1/2" SLOPE G OPT. D I : in S3 ( CJ I F-- ---- CJ� CJ r y y I: CJ I o 04 ■ I ISLAN ISLAND 2'-6"x2'-6"x1'-O" LOW WALLS I I I JKITCHEN I I 1I s �_D.W.� II • - W/3#5E.W. CJ �i G DISP 7 I S3 N OoCH ) IJ K S3M I • 2T-112-10" 4 I { v I I I (2) #5 REBARi INil °VERTICALS w/ in I' S3 FILLED CELL _ i�l I CJ CJ CJ I { I : F 00 7 Y bo................. ^ T : I T ........... � . .................... T 1 1. . '. '. '. '. '. ':.: — — — — — — — — — :.. _' :::._' _' ._' _' _' _' :::. ■ .r — :• I �........ ..... 11 C7) Cl) ............. ,. o? 13'-5411 71 211 ) I° ' / M. CJ a CJ 11.0 : CJ CJ I j1 Cl) 10 ° 3-1/2" MIN 2500 PSI CONC 0'-0" I )11 / SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I : ■ PSI CONC. SLAB FOR ::::::: : ; ; : a (3000 : i HERNANDO COUNTY ONLY) C? 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . N . . H,B� T-2" A S3 6'-0" T-O" T-10" 4'-0" 5-10" 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 1/8" SAWCUT x 114 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN v 1L z J • ,. � CL CONTROL JOINT DETAIL .• • • •�: #5 CONT REINF. SEE .•: ; ; _•' '�_ FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. • ' '' ' HORIZ. REBAR, TYP. .. '•... „ U.N.O. —Alternate: The reinf. bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"=1'-0" V C0 z C) _ o z�Z Q U) Z cL^n' CD � w O w E o 0 U w a� Cl) CDM C tC cM Lp U M O O N p _ U 00 L LL�- 00 OYizz, fn Y Q O) lL7 9 Vv ED e n� N .! .�I t 141 W €X, -" o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z O a Imo+ U.) O M Q U) aV) Q LL C CL Q� ,� U a ''' Q 00 Z W J� 12 is Wa�ir z U480. j ZWXZ �OZQ LL O �a'f- Z wO n O=8 % L Z O ZO N Q M �Z z w3 O T� O z = 0uj 0 OLL �FO-¢O O J /1"'� V U c N N. ga0` Gaza Z Wao J La< Lij Q ZH z Q% *k N Z Z tj Z 0o g = ¢ z 1771 10 .—I a cn SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4v0 SHEET NO. 6.0 I- 1 I 111 LI 11'I 11 1 i I LZ N c0 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 18 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 17 - 10d x 1 1/2- HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 110 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. 118 1061-1/2 HTT4 2715 5/8" ANCH.120 10dxl.1/2 J HTT5 4350 3740 5/8" ANCH. l 26 10dxl-1/2" HTT5 3225 518" ANCH. /(28)10dxl-112 K HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L H 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I IIS26 1165/1070 ** 10 5/915 ** 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" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS X^ HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 - 10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 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) JA(A) (+ t OR 2 PLY CARRIER M 4= 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (''). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK fl� 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 CONT 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. NU It: 5tt SHtt I U-'I h-UK KUUI- FKAMINU DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN. Z M CD _ Z z Q a U) z t /) U N w O to E Vi o 0 04 0a� U W i'S a ?'K,, E M C� cc M 2 C N LL co CA n. o Ly Q tM v o Al I BID.A� l �.k.r. QtY •.. ®Z ci co ,z: MLL O cn w C LL f, (g O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z C4 O Q) r-, V) CO O M 1 Q U-) Ln a cn•Ld' ON Q L �M oC U Q. ,-4 OC) Q f>3 Z W J � d' J oZ z d f� y F- zaa z a tY Q oo�?OOU Z Z Q�Q Z Z O W V 0���$ ZI) L S Z O Y L Q U LI S LL A , ` z_N c 0 Q OL Tl V= O, a Q , ` ILL a i OU_ Q �V p tV O w0Q2 OLu OZ¢ C7 �/ V� Q IpQd-�LuQ FCy Z W LLJ Lr) a a Z $wu Lu rn N Z �Z m �o ` oo g = Z SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO- 4nO SHEET NO. 7.0 I _I In l_1 b 02 E 0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3, installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F44 1B/1T8F40 1B/1T 8RF400B/1T 8F321B/1T FORM k GROUT SOLID Q O Lu O #5 BAR CONT. 8F12-1B/1T "'LINTEL DETAIL SCALE = N.T.S. WEI W MEN 0 F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J W 8F 16— B/1 T 60 o tNOMINAL. tQUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT p-recasilintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #S REBAR ALTERNATE POWERS M IN..(1)(1) REQ'D ° n CL AR STEEL LINTEL O a ° ° .M.U. #5 REBAR AT TOP a ° a MIN. (1) REQ'D ° 4 1-112" CLEAR ° a a ° GROUT D D C.M.U. ° 5 REBAR AT = c~n w ° BOTTOM OF w � 0 4 - oLU LINTEL CAVITY wJ V (n � 1 OTTOM o cwc(JOzREINFORCING PROVIDED IN LINTEL z -w n Q =' O tr a D'NOMINALWIDTH 4 4#5 REBAR AT B( AS INDICATED 7-5/8"ACTUAL (VARIES) U)Ln ° 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 manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications OF 5'-10" LL CF O 4'-6" LL 4'-6" LL OB 6'-6" LL (E) MIN. 17'-4" LL 5'-10" LL LINTEL PLAN SCALE: %4"=1'-0" (D z m Z Q a 0 /V�)� U' v/ cn 4--J w r�(DM V — O"' c E 0 U W b'e si E ;.: _ 8 .$'- aD M C CU M 1ovm 0 00 2 t tL 00 (Aao <0 N C B D C 1. ,...�, �€ • � F � c� i ',r �OrvbZ`` L.L rS• Ck!:1 LL W NV..... ¢.� 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� 0 0 U0 ­ Z r/-I (n M O M Q�'Mp� a V) 0 Q U_ Z fn Q � zUE W_J Z 00 MJ 0, o! zaa f zan Lu<WW �Z80 g L w ccZZ W G 0 U) W p L �O f Z ut 3 c Z a U =uJ a. w U.1 of a�� 0 J C z X fAV 1` g<0` W ZQ Q CZ ~0Z0 g Z r-I go f " allo� W -J ui rl U J Q W a z a °` I- W �Y¢ Q�Z rn (T Z Z � CY Ln m 0 ob :5 N aG g SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4mO SHEET NO. 8.0 I I I I I I' I' I LI Il I+ I I -_ I I III I' Il I 11 _L_ I I 1 r 1 1 1 I I L dll L 02 tz Q 00 E 0 s 11 00 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION, ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL P A-C. MANY OF THE NEW RETREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CC CONSUMER USE. SEVERAL NEW PRESSURE 0 0 PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACC-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. E 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 TRI1-14. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-13, ASCE 5/TMS 402-16 & ACI 530.1-13, ASCE 61fMS 602-16 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-12a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2015 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 6th ad. (2017) AND FLORIDA BUILDING CODE 6th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2. 1. 5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 6th ed. (2017), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4• MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A615M-12 MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4. 1. 6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y" GROUT FILLED MASONRY: 3/a" 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-14 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-13 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2 ALL EXTERIOR FRAMING SPF #2 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4. 1.2.1 ALL HEADER, BEAMS, COLUMNS ETC. TO BE SYP #2 OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/ 2" EXP 1 R 7/1 TR T RAL 1U.N.O. 3 0 6 S UC U U. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH FLOORING 0 S C AS SUB L00 G 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 1l8" 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 6th ed. (2017), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FBC-R R318.1-"A permanent sign which identifies the termite treatment provider and need for re -inspection and treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed wi hin V-0" of the building side wall. 4. FBC-R R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FBC-R R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FBC-R R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FBC-R R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps, etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FBC-R R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall 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 extenor soiltreatment. 10. FBC-R R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within T-0" of the structure sidewalls. 11. FBC-R R318,1.6 - An exterior 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. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. GARAGE DOORS (V = 140 TYPE: 56 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: ITI S THE CONTRACTORS ORS RESPONSIBILITY TO REVIE W 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 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE s". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. u�13 CD CD zco z� Q a U) z C/i CD Q) C 4-J w 0 w O � �� ~ -2 0 m^ U w E: g am M C fp M La 'O Q o 0 0k = si ®RK, U '� 00 0Yc, �i Q rn i Q o LLI < ) Z. It r off` m.., ` CC, Cn LL17 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z t11 0 ►>-�V)MO M -(0 I� Q V M a cn V- C Z U_ CL .�. 113� U CL OC) 0�0 Z § E Z ro W J�~ d' jR zaa f< Wa0� �ZU000 W Z z - w uj i W.-8 SEo 1- W oN z o O Z Lf Z U, jE Z rl p U �a Lu 0 OLL 0o0 he F IM ° �P o < Zo o- Fj ui ix Z u �0 Ln �do�i J W gff8 $zU Q Z w a 8 ¢z N Z �z m t 06 Z :5_ U LIJ o � ,--I 2 U0 SCALE : AS NOTED DATE : 3/30/2018 TECH: MJAM ES VERSION NO. 4v0 SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE I J 15/32" CDX a PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + is + + + + + + + + + + + + + + + + + + + + + + + + + + + + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap k � FILL CELL STD. 900 HOOK BOND BEAM w STD. 90° CONT. #5 BAR >I HOOK BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE 4 BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR } INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min ) Small ?; min. 2" max gap 4 max. 711 - �T i� I, Clinch nails - when possible �I 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/P►ywoodlOSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" 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. 6-16 SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls M cy require additional wall or beam below." consideration. Check local building code for appropriate t2 details in One 10d box areas=20 of high or--20 sinker a, lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H CORNER OF HOME GARAGE SIDE (D -o rn' N O E 0 x 7■ w H C G O O O 01 5'-0" a "_ o STUB -OUT FOR 1'-O" 0 9 ' GAS METER O o O � I — CV Oz • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) SIMPSON HTS20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) SIMPSON HTS20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3) 16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) SIMPSON HTS20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --� DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer when load bearing - for lateral support when joists 1.0 meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. 6fi A 1Yz" ROUND HOLE MAYCD mm t J2 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS 1N 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. N.T.S. Joist hanger Web Stiffener Fastener Schedule Joist _ BearingLocation _ Series Dept E Intermediate i 9-1/2' BCI5000s 11-7/8"I - 14" 2-8d 2-8d 2-8d 3-8d ! 2-8d 5-8d — BCI6000s® BCI 6500s® 9-1/2" 2-8d 11-7/81, 2-8d 2-8d r 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d . 3-8d 14"— 16" 2-8d 5-8d 2-8d 6-8d ' BCI90s® 11-7/8" _ 3-16d 3-16d 14" 5-16d' 5-16d 16" SIMPSC w/ (22) ' NAILS 1 5/8" 0 THRU BOLT SIMPSC w/(22) NAILS 1 R TRUSS 'OP PLATE �.0 TYPICAL SIMPSON MGTTO BUILT-UP COLUMN DETAIL TYPICAL SIMPSON LUS/HUS/HUC INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL SIMPSON HETA20 / Plumbing HETAL20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) :�I I I�f�l 1 Nail with 10-10d nails. m —I I T Install tight to top flange. SLEEVE THRU STEM e SEE PLAN FOR--'°• a . • FOUNDATION INFO a' STEM FOUNDATION Filler block. � Nail with 5 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. V'BackerBlock /4"-2"gap-- i Z - '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 P D �� a / depth �fa I -JOISTS BUCKETS N.T.S. GRADE r-REINF. SEE PLAN t A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. SIMPSON HETA20 / HETAL20 INSTALLATION @ MID SPAN NOTE: UPLIFT VALUE IS BASED ON S.P.F. LOCATION OF SECOND H10A e SIMPSON H10A (WHEN w/ (18)10d x 1 1/2" a REQUIRED) NAILS UPLIFT =1015# TYPICAL SIMPSON H10A INSTALLATION TYPICAL SIMPSON MTS I HTS INSTALLATION TOP (2) #5's x 4'4' CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PLUMBING LINE PENETRATION a a is Z • ° • C SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d C. A dC a �I117T cIp� — SEE FND. PLN. SIZE & REINF. Z ch — o z� ¢ a V) (D (1) C �...r w 0i2f o t/) ~ o 0 m � U w —8 a� co rn cm 000 U LL W Sao ¢0 o ANCBDC 1 D. tt \' �+J Ci X 5 J e afi ° Q 04 3- V �=r; W' ? ,o WL W 11�40�J i ` r Q•. a 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 11714 O cv r, >(nfy)o M z < -0 a (n•C:d- C) N z Q L U_ I QY U fl. Q E z Z M WJ C:) 'Ct J z Za �a H w¢ Y� UZU0 z W Z Q�Q ZZ z 'dyC f J WAS O�8 �© L r/1 V J LU m ZO Z ItY z In 0 U oLL Q,o 0 N' IX: 8 g Ce '�^ vJ w�ZLu Cc Z Z W du a�orz J rl lJJ Q � z z ,�6 Q�Z N zz 100 = J aLU O LU rn ,-4 a cn SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION NO. 4 . O SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 ,\ P') VARIES / INS 5/8" OR 1/2" HIGH J 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 V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. _< 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & 16" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON�3 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) 4 WWF OR FIBERMESH PITCH > 4:12 o e (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT -I I (I °' e ° ' I — I q FOR ROOF PITCH 4:12 OR LESS. I IWI-111I �IPRE ENGINEERED WOODTRUSS a@24" O.C. U.N.O. I I rl HURRICANE ANCHOR @ EACH -=I I �I—I I I I I I III 1 1 ;TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING /--SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 — — INFORMATION. ALUMINUM DRIP EDGE TRUSS BOTTOM CHORD OR 2x4 BLOCKING w/ (2)16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ (10)10d NAILS WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS FOR WALL HGT. > 8'4', —INSULATION PER CHART ON FLOOR PLAN —SIMPSON SP1 w/ (10)10d NAILS /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 0 31/2" MIN. WWF OR FIBERMESH ° ° ° ° ° Z r31/2"MIN. I a d ELEV. 0-31/2" ° F.Fp2x4 CONT.°At ° -11 I—e —I "" _ l n e II-1 e IIIa 00 M— III . p 131/2"(min.)-4" d 31 /2"(min. - 4" �_ � f — GARAGE DEPTH VARIES ° a TI-�jI�I (2) #5 CONT. 4" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL � STEP 0 SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH — (U.N.O.) (OR 5/" GYP. TYPE "X" @ w/ (2)16d TOE NAILS @ EACH END s GARAGE W/A HABITABLE ROOM (U.N.O.) (OR „ GYP. TYPE „ X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) SIMPSON SP1 w/ ABOVE) TOP PLATE (10) 10d NAILS WHEN TRUSS ALIGNED WITH S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH STUD BELOW TOP PLATE 3/8" MORTAR BETWEEN COURSES SIMPSON SP2 w/ (12)10d NAILS 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. SIMPSON SP2 wl 1/2" CDX PLYWOOD OR 7/16" O.S.B. (12)10d NAILS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'4% (2) ROWS 2x BLOCKING @ 3rd FITS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK IMPSON SP1 w/ (10)10d NAILS 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) C; ELEV. 0'-0" (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ot O.C. OR 5/8"00' WEDGE ANCHOR x 6 W1.4 x W1.4 11 d ° N dA.F.F. @ 24" O.C.) 2 WWF OR FIBERMESH ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C \12-N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2 ROWS OF 2 BLOCKING 00 31/2"(min.) - 4" =1 I I =I I11-1l I I WI (2) #5 CONT. 1 1 1 ,1 3, U.N.O. MIN. � TYPICAL BEARING WALL @ STEP CC SCALE:3/4"=V-0" \ S3 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8 C.M.U. () x ;° 2x STUDS 16' O/C (1) ROW 2x BLOCKING @MID HGT. THIRD POINTS @ �� NOTE: � FOR WALL HGT. <_ 8'-6". (2) 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd FITS SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT7t. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIMPSON SP1 w/ SIDE IF APPLICABLE. 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" "J" BOLTS BOLT PLATE x W S BOLT @ 24" 0/C W/ 2"°X 3/16" 3RD LAYER 1/8" THICK. K.O. BLOCK 24" O.C. VERT. OR PLATE WASHER TYPICAL (10) 10d NAILS (IF NO UP LIFT ON °� IMPSON SP1 w/ 10 10d NAILS @ EA. STUD 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR () TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ (6)1/4"x31/4" TAPCONS SPACE ANCHOR - 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] *SIMPSON SP1 SPACED EVENLY FIBERMESH #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 w/ (10)10d NAILS t„ WEEP SCREED INSTALLED BAR i¢ END OF 2" x PLATE WWF OR FIBERMESH r 2x P.T. PLATE WC") , ARCHITECTURAL TYP. PER MANUR X, e FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR PGS' M�N� vJ0 5 c 1x2 PT WD FURRING @ 24" O.C. ` ` GRADE �, ' ' ' ° ' z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ks1 a- _l�-r e p t-r T e .p FINISH GRADE °O [GRADE 60 MIN. Fy= 60ksi] a -III—I I 1=1 I I °' ' p I=� I �I I I� 9 (1) #5 VERT. IN FILL Z co_ MONO OR STEMWALL ° — — n o 25" MIN. LAP [30" MIN. LAP] I — 1/2" GYPSUM WALLBOARD v CELLS (SEE FOOTING MONO SHOWN ° - III— _ _ _ w I I-1 ICI a —L T U.N.O. III— _ !L� — _ _ _ 6 MIL VAPOR BARRIER I I I=I I —L _I 11- I _ N FOUNDATION PLAN FOR CLARITY ° D °P °O T� D e e I ° R 1 7/8" �' I _ ' FOR LOCATIONS) p — 1= — = = 1—i H Mal _#5 REINFORCING BARI I I=1=1=1—III—III Z ' I ILL r ZCONT.—'N1x4 P.T. BASE NAILER 4"x4"INSPECTION °==11=1 I I—III=II I I —I1 #5 LAP SPLICE (2) #5 PORT AT EACH NOTE: ° ° _ I I I T�f--_�I_�-�Lf-T 36" MIN. LAP [36" MIN. LAP] ON 3 CHAIRS g III=III=III=III=III=III= „ „ , it 31/4" BASEBOARD *FOR BEARING WALL r COMP. SOIL. (COMPACTED TO ° _ 8 1-4 8' FILLED CELL TYPICAL =III=III=1 = HI HII I II 95% MODIFIED PROCTOR ASTM I — 11=1 I I= I I=I —J T 101, (TYP.) W/ UPLIFT ONLY _ a, MIN. 2500 PSI CONC. SLAB co AT GARAGE CONTRACTOR III=III=III=III=III=III=III—III=III=III= I =III —III= 11= I I= I D1557) T ,�i»�r L „ I ��1-1 N MIN PSI MAY VARY PER TO CUT BLOCK OR POUR =1 I• (I III II II II I II II II II II II II II II II II II II II II II !III=1 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HCJOK °Io MUNICIPALITY. CURB DUE TO SLOPE — -„ I- - - #6 LAP SPLICE TYPICAL INTERIOR BEARING it CONCRETE SLAB W/6X6 NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG W1.4XW1.4 WWF OR z DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" BELOW GRADE ��S3 ` SLAB INFORMATION. w , po 00 co v e L I 6x6W1.4xW1.4 ° 31/2" WWF OR FIBERMESH 6 MIL VAPOR > — ? min.) 4" N BARRIER C 1 A. A 'v GRADE CDD COMP. SOIL. e T O0 _ — —RI — — — — rn 1 F (COMPACTED TO 95% �ETT— — _ _ — O -(1) #5 REBAR W/ OPT. c; MODIFIED PROCTOR — S RE NCLOSURE 0o ASTM D1557)�II, ,I�INr� 3" MIN. CLR. (2) #5 REBAR CONT. 4" IX ON 3" CHAIRS TYP. 1 4" 1 1'4" 1 STD. 90 HOOK (SEE MIN. DETAIL) ) TYPICAL WALL SECTION K"A TYPICAL THICKENED SLAB EDGE L 3 SCALE: SCALE: 3/4" =1-0" SN o OPT: DEPRESS SLAB 5 Y2" ~ DEEP AND 6" BEYOND E DOOR TO RECEIVE BLOCK WALL BEYOND = PAVERS / DRIVEWAY `g CONCRETE SLAB 14" PAVERS O.H.D. RECESS 'T z /n M i r E2 4.r p U o III L L -r* c 4— / ° „ •' / IT-j jj • 111— LI Jsj SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 0 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) NO GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS c� N M NC -• M ,•I � �IF:;; • • A T1 �I 00 SEE A/S3 OR J/S6 _I I I I j''�, FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 ST qRY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" 13 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR VARIE�j 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) I r WWF OR FIBERMESH N_ 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I , M P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 001-01, -- J CONT. BEAD SEALM Q INTERIOR ° . ° e -31 l2" � CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB--,- 0? a° C E. M 6 MIL VAPOR BARRIERI w I-_ w �_ w SEE FLOOR PLAN FOR LU STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. —2X STUDS @ 24" O.C. U.N.O. SECURE 2x4 P.T. BTM. PLATE SEE DETAIL 16/D1 FOR w/ 1/4"x3" TAPCONS AT 8" COLUMN TO PORCH SILL O.C. GARAGE ATTACHMENTS & 18/D1 —1/2" GYPSUM WALLBOARD U.N.O. FOR COLUMN TO BEAM TRIM PER PLAN W/ DRYWALL SCREWS @ 8"O.C. ATTACHMENTS —INSULATION PER CHART SQUARE CMU BLOCK BASE, ON FLOOR PLAN SIZE VARIES PER PLAN CONT. BEAD SEALANT w/ MIN. (2) #5 VERTICALS E c� c�i FILLED SOLID (SEE PLAN FOR 6 x 6 W1.4 x W1.4 ill SIZE AND REINFORCEMENT) WWF OR FIBERMESH r, BRICK PAVERS or SLAB PER ° �— 0'-0" FIN. FLR.Ah COMMUNITY SPECS — — — h= � =1 11=1 11=1 11=1 11=1 I I 4" 4" INTERIOR WALL SLAB STEP NON-BRG. rK SCALE:3/4"=V-0" S3 O�i�i, �.%oorrri AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO TOP OF BEAM & LAYOUT DESIGN SEE ROOF PLAN 00 FOR STRUCTURAL BEAM SIZE & l CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 ---" t I '�8" ZO ATTACHED PER NAILING FOR REINF. INFO. 1 SCHEDULE OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _� d. CONT. FOOTING STEEL MAT REINFORCING. t.' ' Cl) 00GRADE— 111 — a ° 111 Lu =III=III ° °. =III �111=III=1' Z Q ww zow =v aIT N0° `'tea w III III=III=III—III=1 III=III=III; FOOTING Il.�llllillllllllll!�IIII,,,II -III-III— BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL tl N SCALE: N.T.S. S3 0 CD ", z 0 —c z� z a U) z Cz Q) c +__j W o 0 ,„ LU E Of, tL! o 0 U U �� M F_ U C D M 0 OLL_ 00 U� ynCD Y ¢ m In a -W rn ¢ 6 8 1 D. N C 6 D C � ro,4cN' ,_ i W < n Z < m. J. M< 4_1 err 'vcC3a.- O o ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z C4 O � N >(/)MO M Q M Lr) a CA a z f— a " �-O z � E Z W J � d' w Zc <a C/) J UQoa- 'Q �z080 �LuLU ZI Z � w 0 y��W K ' f pJ J C)�S V��o J Q ZZ Z Z Ln3: Z DC 06 Ln CU z .o r� 0 U = 4 Q 2;, uj� oW O J � U O 0 U��QJJ LL W J Q F 0 Woe 0 z o z a�o� JWcul r! aZ L Q �F Z8 Y < W F F V IZ-- W N Z4 w m ° J = �° Z z a V) SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO' 4v0 SHEET NO. S3 (MONO) 12 \TYp) SEE ELEV. SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING "ifjFASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2X4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER + STUD W/ (3)10d NAILS + I SIMPSON SP1 w/ (10)10d N NAILS AT EACH STUD BLOCKING (TYP.) N I 2x P.T. PLATE /\\--ROOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT / j I b \ `—UPLIFT CONNECTOR (SEE SCHEDULE) N 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER 00 AND FILLED SOLID W/GROUT i 1 #5 VERT. IN CONC. FILLED CELL W! Q STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF� ISCALE: N.T.S. S4 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 WALL CLEAN —OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT a ° ° $ a 11 d 8 STD. 90°HOOK 8° LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. g 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" N FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. OJ rn q N c CO w o G S4 CD FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 3 KEEP STIFFENER BACK FROM SIDES ENOUGH �, TO ALLOW SPACE FOR FLAT MASONS TOOLS Q N (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END a PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) o MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN y FOR CLARITY SEE DETAIL IN POSITION o K/S4 GARAGE ENTRY FORM DETAIL = SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE co GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE Ir o GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK o SLOPE FORWARD CONNECTION ASSEMBLY o FOR DRAINAGE GARAGE FLOOR �. ✓� TRAVEL DIRECTION OF N GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d ° o SEE PLAN FOR FOOTING BOTTOM OF MOUNTING BE DIMENSIONS POURED CONCRETE BASE FOR TO BE 2" ABOVE FINISHED \ BLOCK WALL. RECESSED SPACE GARAGE FLOOR. M GARAGE ENTRY FINISHED MASONRY DETAIL FOR GARAGE DOOR AND WATER P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (31RD) 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. 14 VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END a WALL Z, d d DOOR STOP W a 4 U d MOLDING vZ < d 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM 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 (TYP') SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED SIMPSON SP2 w/ (12)10d NAILS AT EACH STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS SIMPSON HETA20 w! (8)10dx1 1/2" LA 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) I_lil»L��XiL�/L�I:lilljl 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP 2 ROWS 10d @ 3" O.C. (14 SPLICE NAILS TOTAL) EA. SIDE OF . 48., SPLICE STAGGERED STAGGERED FROM BOT. ATTACH ALL J SEE A/S3 FOR DOOR TRACK EXTERIOR STUDS REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE W/ (4) 16d TOENAILS TO 70P PLATE a d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TYPICAL INTERIOR NON — BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S.S4 SS4 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) 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 �0l'1' 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" 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 1 STUD (USE SP6 FOR INTERIOR HEADER: S4 • 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) O/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. O� SIMPSON HTT4 TYP. Op �R U.N.O. SEE N/S4 F��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. S4 2"x BUILT-UP COLUMN, SOLID MEMBER OR P.L. 1.8E Fb=2400 PSI (AS PER PLANS) ° o ° • HTT4 w/ (18)10d NAILS (3610# SPF) ° o • HTT5 w/ (26)10d NAILS (4670# SPF) ° ° • DTT2Z w/ (8)1/4" x 1 1/2" SDS (1835# SPF) ° o ° • HDU2-SDS2.5 wl (6)1/4" x 21/2" SIDS (2215# SPF) HDU4-SDS2.5 w/ (10)1/4" x 2112"SDS (3285# SPF} _ • HDU5-SDS2.5 w/ (14)1/4" x 21/2" SDS (4065# SPF) • HDU8-SDS2.5 w/ (20)1/4" x 21/2" SDS (5665# SPF) • HDU11-SDS2.5 w/ (30)1/4" x 21/2" SDS (6865# SPF) • 5/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT 0 • FOR DTT2Z USE 1/2" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU8 USE 7/8" DIA. x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT • FOR HDU11 USE 1" DIA, x 12" EPDXIED A.T.R. MIN. 8" EMBEDMENT w/ WASHER & NUT HTT / IDU TENSION TIE rN SCALE: NTS S4 SP4 SP2 SIMPSON SP4 SP2 FF SIMPSON SP4 FF 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING P.T. ATE TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL SIMPSON SIMPSON SP4 SP2 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS SIMPSON Sp1 SIMPSON RECESS SIMPSON SP4 LINTEL SP4 a a d da d NAILED INTO TRANSOM FRAMING SIMPSON SP1 SIMPSON SIMPSON SP4 SP4 10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B P (MIN. (2) PER BOTTOM PLATE) -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SIMPSON C SP4 11- 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING o o BEYOND. - - - - - - - N PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" PLYWOOD O/C BOUNDARIES 6" O/C EDGES o E SHEATHING & 8" O/C FIELD S4 B • SIMPSON SP4 w/ (6) 10d x 1 12" (USE SP6 FOR 2x6 WALL, USE PLYWOOD SP8 FOR 2x8 WALL) SHEATHING • SIMPSON SP2 w/ (12) 10d NAILS MASONRY • SIMPSON SP1 w/ (10) 10d NAILS WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY SCALE: N.T.S. V zZ;; — o 01 z� z� Q z � U w 4--J � o 0 c E i� t/) U o 0 OG r— W ■' s� �y,d — U rnoM C 1p M O O 60 U °O Yn iYi L Y Q O> o of 47 S. Q O B D. IN, ,s .w V � 4 tz. 10Z .. au Ot To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV O av N ro > U) O Cn a cn •,_ � HU CL z ` °Cp- V 0�0 00 Q z Z g W J � �R w� ao_ a wQ& 8o of Z Lu LU U Z Z o�w Sm�o i- Q) Z Z o U T z LS3- Z Ln 2: N .� U = U) Q ou X Y 0 O L1J U��2 fV i < R., g�� Q Qo�o z W agL� � U-1 /� V Q Q u� K ~ HO a Z M N Z Z {L_ w m O ob g = Ln W a cn SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4nO SHEET NO. S4 ck. U4 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (i 1 /4"x2 3/4" TITEN TO CMU SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) ( ) NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA @ 24" O.C. NAILING SCHEDULE FOR OUTLOOKER r-IJU @ 24" O.C. TOP CHORD SHEATHING DETAIL OR SHEATHING L BLOCKING FOR 774 FIRST FOUR ROWS OF 45° ± „ 24 MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING TRUSSES @ SIMPSON H10A w/ (18) FOR FIRST FOUR FASTENED W/ (2)10d 3" FOR FIRST FOUR ROWS EDGES OF 2x4 CROSSBRACE 10d x 1 12" @ EA. ROWS OF TRUSSES @ AT 24" 0/C. CMID HEIGHT OF TRUSSES @ EDGES SHEATHING APPROX. 8' FROM OUTLOOKER EDGES OF OF SHEATHING TYPICAL TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO EXTEND AT LEAST 90% OF 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90 /o OF WEB @ $'-0" 0/C. 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" SHEATHING ATTACHED I DO THROUGH CHORD CORD ATTACHED W/ (2)16d TOENAILS 10d NAILS 1 6" O.C. INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD w/ w/ @ EDGES AND 12" O.C. FIELD 2x4 PANEL BLOCKING @ 4 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FOR THE FIRST (4) FASTEN WITH 10dx3" 4" 0/C SPACED @ INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" 0.C. WEEP SCREED EA, END TYP. TOP & MOISTURE BARRIER BOTTOM ATTACHED w/ (2) 5/8"x 10" "J" BOLT @ 32" MINIMUM 6" FROM O.C.O." . SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. 16d TOENAILS PLATE SPLICES W/ 332" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER 10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION rT�EMBEDMENT O.C. MAX) w/ MIN. 4" IN KO BLOCK GABLE WEB SECTION 2 WEB, USE MSTAM36 w/ (7) 10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 SCALE: N.T.S. S5 TITEN ON OUTSIDE BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) M SEE STRUCTURAL NOTES SPS FOR 2x8 WALL) AND NAILING SCHEDULE OUTLOOKER 2x4 OUTLOOKER FOR SHEATHIN DETAIL F@ 24" O/C 2x4 OUTLOOKER @ 24" TOP CORD 4" MAX. O.C. (OPTIONAL - SEE BLOCKING FOR ELEVATIONS) FIRST FOUR ROWS DOUBLE TOP PLATE OF TRUSSES @ 2x4 CROSS BRACE APPROX. 8" 2"x4" CROSS BRACE 24" MAX. EDGES OF A FROM RIDGE FASTENED AT FASTENED APPROX. 8" FROM SHEATHING TYP. EACH JOINT W/ & 10d RIDGE FASTENED AT "L" BRACE TO EXTEND TOE NAILS @ EA. END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 10d & (2)10d TOE LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL NAILS @ EA. END GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED 8" 2x BLOCKING W/ (2) 16d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" 10dx3" @ 4" O/C BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4) 1/4"x3" 10dx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 10d 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD CHORD SLOPE OF ADJACENT DBL. TOP PLATE TRUSS) STUD WALL (SEE TYP. SEC.) SECTION 3 SECTION 4 SCALE: N.T.S. S5 SCALE: N.T.S. S5 NF RMATION ( ) 10d x 1 12" AT EA. 2x4 OUTLOOKER -REFER TO DETAIL J CV N SEE STRUCTURAL OUTLOOKER @ 24" O/C ON SHEET S5 FOR co M NOTES AND NAILING TOP CORD X-BRACING, AND TOP f N SCHEDULE FOR BLOCKING FOR CHORD BLOCKING `� 00 00 SHEATHING DETAIL FIRST FOUR ROWS INFORMATION OF TRUSSES @ 111,2 11 " 2"x4" CROSS BRACE 24" MAX. EDGES OF -WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2" ' EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF ip 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED 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 FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS O/C w/ (2) 16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2) 16d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) -ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 10dx3" @ 4" O/C 2x4 BLOCKING W/ ! ! .. (2) 12d TOENAILS T EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL I 0 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF _ NON - LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) �a SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION gI— M ADDITIONAL INFORMATION. N_ r- G 45° rn rn 00 MINIMUM 2x CROSS BRACING (SEE PLAN FOR LOCATIONS) (2) 16d PER JOINT x M 0 CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 rn rn co CROSS BRACING DETAIL J SCALE: N.T.S. 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT 10dx3" O/C @J 21Ix4' TOENAIL 6" O/C RUN W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 0 12 (SEE SCHEDULE FOR SIZE o AND LOCATION) i 6.9 MAX. F— cJ \ aE E S5 0 c J N v r� 0 0 6 S5 cil N U n- CL i0 00 1 N c\D 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 S5 SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 1 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 10d WOOD TRUSSES TOE NAILS AT EACH END @ 24" O/C (TYP) 0 z w IAI BRACING w/ (3)10d x 3" AT • EACH CONN. @ 24" O/C SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" BOND BEAM TITEN TO CMU ot--- MASONRY WALL 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -1 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. d---- LU 0 o d. 4 -v w -v zLU 4 o o � Q w 4 o t- o o o o � Cl w ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CIG.) 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" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD END JACK 1 V-0" MAX. 0 0 d 9c� CORNERJACK Y Q w z 0 U HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' 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 LTOP & 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 zCD 0 —o z� z E3 4--J w o 0 LU Of E o 0 U at i ✓�� LUE ®$ =8 WM cm M � C N oso LL- 00 U Q � Of ,� o Q rn rn ¢ d Al I BD. N . ; Syy 1h iy a `7 r,V1lib y N d M N -'• I` LL N.¢ ..' '�; " ❑ ❑ To the best of the EngineeT�knowtede, information, and belief, the structural plans anif 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. 11 O O Z N O r� z > O M a rL o .L n Q C L d F— • M � V . fl00 Q � (D Z W 0Z �o zaa f< w a a w Lu gwz -� D f J 8: 0. � o��S uo�0 i I — v, Zo Q U f Z s Z ¢ w rl � a O U = 0 u,Lu Z o� Q oQQ 00 J T'I O XOU Crg&off J w O J z3 LL W J Lf)Lij t-i Q Z o rn a z Who Cr Zz Z 00 o = Z Lu T-11 0- L SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4wO SHEET NO. S5 LU 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOORJAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. 8 DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 14 FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2x 1 X 4 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING 3/16"QJ X 3-1/2" LONG FURRING #5 REBAR AND NAILED W! 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED STAGGERED @ 16' 2X8 LL1X8 (TYP,) ` ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO PER MANUFACTURE MASONRYTHROUGH llf MASONRY THROUGH 1-1 /2 DETAIL 3 �� DETAI L • � D. 90 HOOK (TYP.) STD. 90 ` �j 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE 1 X4 P.T. „ NOTE: O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4L 1/2 DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/MIN 2" EDGE DIST• DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR (FT TO SHT. SDW2-K1 CONN. DETAILS BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS j FOR CONN. DETAILS 10d @ 12" O.C. IV /7a 4 FURRING 2X8 P.T. WITH 3/16" Q1 X 3" +2 NOTC FIRST COURSE @ SIMPSON HGAM10KTA @ 12" O.C. LONG TAPCONS 2X8 P.T. 2X8 ' w! 4 1/4x1 1/2" SDS SCREWS 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ' ` INTO BAND JOIST & 4 1!4"x2 3/4" ( ) 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/41' DETAIL +5� NOTCH WEB AT THE ' FIRST 2 COURSES ` TITEN INTO K.O. BLOCK BLED UILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 805 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A -A = 1610 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" SOLID W/GROUT 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 CUTOUT 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 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. coNracT ENGINEER of RECORD FOR OR FURTHER INSTRUCTIONS. 44 SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERHAN b BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL ' • , CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. a INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN a RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 112" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4f/2" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY k O (2)10d NAILS @ 8" O.C. �FRygN ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + �FNGT PLYWOOD SHEATHING H 11- O11 51- O11 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS • WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT e ° /4" MAX 2'-0' 8 n TRUSS + SOFFIT + ° #5 BAR . • > o BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5)12d NAILS SIMPSON + p 1'0 • D. d e . ° CENTERED W/ 9 H BLKG. &BUCK 2X6 TO 2X4 H2.5A w/ (10) 2X4 SYP . • s > ° °0 IN TOP 4 1 X 4 FURRING 8d NAILS EACH TRUSS o . ' KNOCKOUT/ c� 1/0'/ e CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) lOd PROVIDE 2x CONNECTOR �® d PROVIDE 2 x 8 DIAG. BRACE B AIL AT A. END NAILS E PROVIDE (2) MIN. CONT. W/ (3) o= MONO FOOTING •> e. , e VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN --_ AND SECTION DETAILS BRACE EXCEEDS 24° BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. _ LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL .► • e 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT ? Z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL e•'. ° STANDARD q SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 90 HOOK iv #5 BAR IN � . TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL - --�— � 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") � • ` `- `- • • • • ` ', • ,, - BTWN, OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW THRUOSBINTO 2 x 8 O.C. `"`' �`"'' �•'`' �`'° ��`'°' ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS EXCEED (3) PER PROJECT, A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY CONTACT ENGINEER OF RECORD FOR ADDITIONAL INSTRUCTION. AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL DRILL 3/4"x5" MIN. HOLE SET BAR IN 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND EPDXY CAP TO PREVENT LEAKAGE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO TOP SPACE BETWEEN EXISTING GROUT & NEW GROUT REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR SIMPSON HTT4 w/ (18) 10d x 1 MUST BE PACKED WITH NON -SHRINK GROUT (USUALLY ± 2") BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER 1/2" NAILS TO STUDS & (1) - COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION } E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 a. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" 5/8" DIA. ALL THREAD ROD EPDXIED w/ SIMPSON "SET" a � z0 #5x6' EMBEDDED INTO EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6--0° EPDXY MIN. 6" EMBEDMENT & \ N SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F \ 3" MIN. EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °- o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL +---� -- sue , ; o v a A REINFORCING AS FOLLOWS: a 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT PRESS PANEL REINFORCING INTO PLACE. v ? #5x6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ o ° _ EXISTING FOOTING (2) #5x6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° _ N FILLED CELL SMOOTH. DO NO FURROW. ° o DRILL 3/4"x5"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT - >GRADE o. . - SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP P G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T • o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN, COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =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 S z z Q n z V) W cry 4--+ w M o OLUE tli � U o 0 m �- a" M w E c to , N 0 C> 0 O N O L LL U 00 f° Q rn rn o A ,a Do N C a D C i m z o �o 0 ` 4 n O C W�=4• — i , ,m. �... - - g 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 O�I� M 00 (n M Q V) fU Ln a cn •L d- Q LL CL z F— . c^ Cj fu 00 a z E Z WJ C:) A �Z Lo LU zac ZwzU0 w zt� Z Z y C O f — LU LE 8 L ZZO z Z O �a U = U) J Lu L 'o u. F Quo O H LU von M oC. Z 2� =I a d- u"o 803!6 z Ln J W LLJ 7 v g~ Q Z cc k N Zz Z Z W �o T__q a cn x SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAMES VERSION N0. 4n0 SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2014 MAYBE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 1 WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS—� COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED w/ (3) 12d NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. Cn CD N 0 N i a M N 0 0 J N I �I a co 11 00 z-WOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"= V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B /TRUSS OR / ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL K7 SCALE: 3/4" = V-0" DIAGONAL - AT 8'-0" MAX VVr r--IVu `W L_r%%. [ I I f1V VJ TV L—LJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLOCKING NAILED @ CONT. ROOF SHEATHING AT TRUSS TOP - CHORD AT ALL HAND FRAMED AREAS TYP. TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. 'r—_ 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 Ck OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �'A TRUSS HIP G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1 /2"=V-0" (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 1r1�3�tPi BEAM aC� RAISED ENTRY MASONRY WALL 4 SCALE. 1/2 - 1 -0 SIMPSON LSTA18 VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) w/ (12) 10d NAILS CENTERED AT SIMPSON HUC410 w/ 16d INTO HEADER & (14) 1. SEE PLAN FOR CANT. 10d TOP & BOTTOM SPLIT TO TIE 10d INTO BEAM - SEE (6) OR SIMPSON H2.5A w/ BEAMS TOGETHER ROOF PLAN FOR MORE (10) 8d NAILS INFO COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7 x 3-1/2" WOOD SCREW EACH TRUSS OR SIMPSON H2.5A w/ (10) 8d NAILS AT 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT VARIES 2x4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP - PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS SPF TOP BOTTOM CHORD PLATE 3 ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. AjkVARIES SEE PLAN FOR WALL LOCATION MIN. 2x4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALLiT MIN. 2x4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE16" O.C. MAX. INFO. SECTION ENTRY r8 SCALE: 3/4" = V-0" SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SEE FLOOR PLAN FOR COLUMN SIZE & BASE —7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ON BM. CONNECTION INFO ^ f1T 1 r% A 1 I OPTION A SCHEDULE/PLAN OPTION B COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. SIMPSON MTS18 w/ (14) 10d NAILS TYP. U.N.O. SEE FLOOR PLAN FOR — COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A r A SEE PLAN FOR SEE PLAN FOR CANT. IF INDICATED CORNER — SEE FOUNDATION PLAN FOR MORE INFO f5� COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" EXTERIOR SHEATHING ATTACHED PER 2x4 STUDS w/ SIMPSON NAILING SCHEDULE SP1 w/ (10) 10d NAILS u AT BASE SEE J/S6 FOR ti MORE INFO. y 2x4 BASE PLATE W/ SIMPSON LSTA30 w/ (22) 10d NAILS OR `ter ` rl SIMPSON MTS12 w/ - - - - (14) 10d x 1 1/2" NAILS TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION r22"� SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. 1 GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING BM. SPLICE OVER CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. TYP TOP & BOTTOM • MASONRY WALL BELOW: SIMPSON °.. HETA16 w/ (9) 10d x 1 1/2" NAILS @ MASONRY WALL 4'-0" O.C. TO GABLE TRUSS OR BEAM • BEAM BELOW: SIMPSON HTS20 w/ SEE TRUSS PLAN a,. (24) 10d x 1 1/2" NAILS @ 4'-0" O.C. TO GABLE TRUSS a COMMON TRUSS SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL SCALE. 1/2 - 1 -0 2x4 #2 SYP NAILER. NAIL TO STUDS w/ (3)16d AT EACH STUD - TOENAIL ROOF AND EXTERIOR EACH TRUSS TO NAILER SHEATHING ATTACHED w/ (3) 10d PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION I < FOR ADDITIONAL INFORMATION SIMPSON LUS26 w/ (8) 10d NAILS -' OR IF 2 PLY TRUSS SIMPSON LUS26-2 w/ (8)16d NAILS TO SEE FLOOR FRAMING PLAN LEDGER AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR 2X10 #2 SYP CONT. LEDGER w/ (3) LOCATION AND DIRECTION 1/2" X 41/2" LAG SCREWS ATTACH (IF PARALLE SEE 2/D2 FOR LAG SCREWS INTO END OF EACH BLOCKING INFO) FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) LAG MASONRY WALL SCREWS EACH SIDE) (TYPICAL) SECTION AT LOW ROOF g SCALE: 1/2" 2x STUDS @ 16" O.C. W/ SIMPSON SP1 w/ (10) 10d NAILS AT BASE & SIMPSON SP2 w/ (12) 10d NAILS AT TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES v (2) 12d NAILS TO EACH VERTICAL LOW ROOF/WALL STUD) SHEATHING ATTACHED y PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ SIMPSON MTS12 w/ (14) 10d x 1 1/2" NAILS TO BLOCKING BELOW @ 16" O.C. PL YWOOD FLOORING --- LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL w/ SEE PLAN EXTENSION SEE TRUSS SIMPSON LUS24-2 w/ (16) MANUF. SPEC'S FOR 16d NAILS AT EACH END CONNECTIONS TO G.T. SECTION @ BUMP OUT 39 SCALE: 3/4"=V-0" DETAILS &SECTIONS ,. 0 (D zC z Q I E3 --- �z® Ln U' 4) c 4--J W C� o Ln 0 =3 E V mU I — M W _ 0 ch C .2 M U �N.co co m� Q A ,< O AI "caoc 611 m• (qV�_6 _® a r' N o -0U;6 01 � UI a -, . W <`o� S /IlIsIIE!' 'b 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 1� I>O M Q V 'M Ln cn•�d' aEn CU Ln HLL tz ^ z U 0.`0 Q dz�: E Z W J C:) 110 d' �Z W� za f< U¢a� zoo Z0w0 9)zz /� V J U F Z O N a� T 0 z LL cU 4 3 � c � - "0 06 o Q U J W f o� ¢��,�c{� 0 n! Q WLU O.2 N C1 Z �` o� Q 1q_ ax� 8gR2 Z Z ,--I f u J rl LJJ � F gQ~a 2:Z QLu Z p1 Z L m On 00 QZQ a D1 Z akn f 00 SCALE : AS NOTED DATE : 3/16/2018 TECH: MJAM ES VERSION NO. 4wO SHEET NO. D1 _ M N O J rn rn cV I CO A* co WEATHER j� RESISITIVE \y BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WEATHER ✓E BARRIER & lARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM 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 r O SELF -ADHERED FLASHING 1 SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN 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 8 2 lJ vSELF-ADHERED FLASHING SELF -ADHERED FLASHING 1 3" MIN 2 4 rv�orm�� LJ1Juwv 2 5 SELF -ADHERED FLASHING SELF -ADHERED FLASHING • DECK JOIST ' OUTSIDE CORNER FOUNDATION WEEP SCREED ' • 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 0 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) L 0 SELF -ADHERED FLASHING INSIDE CORNER Ground 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 G in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED , NOT USED NOT USED it SCALE: NOT TO SCALE on 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 Ln Z M - o (3) ZCID z Q (D --- a U) C1 , ^ /(Dzn V ! w 4--J O W C E o 0 U W E *_ a) M C cum c N 000 -8 U� lL co t ap U)QC, .]L Q rn U.)8 v J; Q o BID. rya *I/r CKD, C " N cD N Ln H S C 4 0-2 W y� Z o z m-z _� � W -c Q O. vfn O 3 y a c N Z�eo" M m O°� o J o O v ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 2017 Florida Building Code - Residential 6th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z cV O vN ..-4U M C) M Q U fu_ Lf) d V) q) a)LL CL .� Z V tZ 00 Q Z E Z WJ C:) d- J 0 9 ceX 2g SX WZ oUZS° 2wzQ zZ z C �1 0. J 3 w o �g J S- o L Z O C) ZZ 01� 43 ) O 'aT � 0 zd 0 En 9Lu _ Cc W ° � Q�Q°Q M I'V O � < : $<o< 0 Q~JAJ 2:0 8��s Z w CY a o�i J tt rl lJ 1 5 Q L Z �y U W F F Z V r Z a, �Z N Z �o a o oo :5= Z � 0- to fn SCALE : AS NOTED DATE : 3/16/2018 TECH: WAM ES VERSION NO. 4v0 SHEET NO. WP LSIMPSON lB March 20, 2018 Re: Wood Construction Connector Compliance for 2015 International Codes & 2017 Florida Codes To Whom It May Concern Section 2303.5 of the 2015 International Building Code (IBC) and 2017 Florida Building Code (FBC) specifies that joist hangers shall be tested per ASTM D7147 Testing and Establishing Loads of Joist Hangers. Previous versions of the IBC and FBC required testing to comply with ASTM 01761 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 bested 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 1-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 I -Codes. As soon as the updated evaluation reports are completed, we will apply for Florida Product Approvals. However, reevaluating a large number of products will take time. While manufacturers work with product certification agencies to update their wood connector evaluation reports, we recommend that building departments under the 2015 I -Codes and 2017 Florida Codes continue to accept code reports 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 www.stronotie.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. 16P4 Keith Cullum, P.E., LEED AP dw/BDW Engineer, Southeast U.S. Branch Page 1 of 1 Shnpson Strong -Tin Company Inc. 2221 Cowt y Lane McKinney, TX 750M Phone: 972.542.9326 Fax 972.542.4139 wwr.strongtie.com c usisconnoctors > Comnectofs > usp Stock No. Ftortda Product Approval aio- Sva%woon import salis{rlz61tp srmpaon StockNo.- Florida t 9ttawtde Product AppvoviM No rwatiiatlort Asport Blau (201111) A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-26M HD210.2 FL17232.3 ESR-3445 HU210.2 FL10856.4 ESR-2549 H0212-2 FL17232.3 ESR-3445 HU212-2 FL10856.4 ESR-2549 H0216 FL17232.3 ESR-3445 HU216 FL10856.5 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10856.1 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10858.3 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28.2 FL10856A ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10858.9 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10856.9 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10856.10 ESR-2549 H00410 FL17241.7 ESR-3444 HUCO410 FL11468.11 SIM200804 HGA10 FL17699.1 Evaluation Report HGAIOKT FL11470.4 SIM200803 HGAM10 FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680A Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680A Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.2 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.2 Evaluation Report HTT22 FL11496.1 ES-0130 HTW16 FL17244.8 ESR-3455 HTS16 FL10456.22 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS20 FL10456.23 ESR-2613 HTW24 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW30 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HT WM 16 FL6223.2 Evaluation Report HTSM 16 FL11473.11 SIM200802 HT'WM20 FL6223.2 Evaluation Report HTSM20 FL11473.11 SIM200802 HUGT2 FL6223.3 Evaluation Report HGT2 FL10456-18 ESR-2613 HUGT3 FL6223.3 Evaluation Report HGT3 FL10456.19 ESR-2613 HUS210-2 FL17232.6 ESR-3445 HUS210-2 FL10856-R4 ESR-2549 HUS212-2 FL17232.6 ESR-3445 HUS212-2 FL10858.11 ESR-2549 HUS26 FL17232.6 ESR-3445 HUS26 FLID856.11 ESR-2549 HUS28 FL17232.6 ESR-3445 HUS28 FL10858.11 ESR-2549 HUS28-2 FL17232.6 ESR-3445 HUS28-2 FL10858.11 ESR-2549 JL24 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 JL26 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JUS210.2 FL17232.11 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JUS24 FL17232.10 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS26 FL17232.11 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS26.2 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS28 FL17232.11 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS46 FL17232.11 ESR-3445 LUS46 FL10655.118 ESR-2549 KLEG3 FL17241.15 ESR-3444 LEG3 FL10667.71 ESR-2615 KST260 FL17244.15 ESR-3455 MST60 FL10852.7 ESR-2105 LSTA12 FL17244-18 ESR-3455 LSTA12 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA30 FL17244.18 ESR-3455 LSTA30 F1_10852.4 ESR-2105 LSTA36 FL17244-18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LTS19 FL17219.2 ER-0200 LTT19 F1_11496.3 ER-130 LTS20B FL17219.2 ER-0200 LTT20B FLI1496.3 ER-130 LTT131 FL17219.2 ER-0200 LTT131 FL11496.3 ER-130 LTW12 FL17244.8 ESR-3455 LTS12 FL10456.29 ESR-2613 LUGT2 FL17240.2 ESR-3447 LGT2 FL11470.7 SIM200803 MP3 FL17244.22 ESR-3455 LS30 FL10446.15 ESR-2606 MP34 FL17244.23 ESR-3455 A34 FL10446.3 ESR-26W MP4F FL17244.24 ESR-3455 LTP4 FL10446.19 ESR-2606 MP5 FL17244.22 ESR-3455 LS50 FL10446.16 ESR-2606 MPH3516 FL17240.3 ESR-3447 WM1416 FL10687.88 ESR-2615 MSTA12 FL17244.18 ESR-3455 MSTA12 FL10852.8 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA15 FL10852.8 ESR-2105 MSTA16 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTC40 FL17244.26 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTC52 FL17244.26 ESR-3455 MSTC52 FL10852.11 ESR-2105 MTW12 FL17244.8 ESR-3455 MTS12 FL10456.33 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS16 FL10456.34 ESR-2813 MTW18 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW20 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MUGT15 FL17240.5 ESR-3447 MGT FL11470.9 SIM200803 NFM35X12 FL578.2 Evaluation Report MBHA3.56/11.25 F1_13904.6 ESR-2616 NFM35XIOU FL578.3 Evaluation Report MBHA3.56/16 FL13904.6 ESR-2616 PAU44 FL17239.13 ESR-3449 HDU2-SDS2.5 FL10441.4 ESR-2330 PAU66 FL17239.13 ESR-3449 GLTV3.516 FL10667.8 ESR-2615 PHD2A FL17219.3 ER-0200 FGTR FL11473.2 SIM200802 PHXU3518 FL17241.20 ESR-3444 CS16 FL10852.1 ESR-2105 RFUS FL8223.5 Evaluation Report H1 FL10456.5 ESR-2613 RS150 FL17244.27 ESR-3455 H10 FL10456.6 ESR-2613 RT15 F1_17236.3 ESR-3448 H10.2 FL10456.7 ESR-2613 RT16-2 FL17236.2 ESR-3448 H10A FL10456.6 ESR-2613 RT16A FL17236.2 ESR-3448 H3 FL10456.13 ESR-2613 RT3A F1_17236.3 ESR-3448 H4 FL10456.14 ESR-2613 RT4 FL17236.3 ESR-3448 H5 FL10456.15 ESR-2613 RT5 FL1723&3 ESR-3448 H2.5 FL10456.11 ESR-2613 RT7 1`1_17236.3 ESR-3448 H2.5A FL10456.12 ESR-2613 RT7A FL17238.3 ESR-3448 H8 FL11470.3 SIM200803 RTBA FL17236.3 ESR-3448 SP1 FL10456.41 ESR-2613 SPT22 FL17244.30 ESR-3455 SP2 FL10456.42 ESR-2613 SPT24 FL17244.31 ESR-3455 SP4 FL10456.43 ESR-2613 SPT4 FL17244.32 ESR-3455 SP6 FL10456.44 ESR-2613 SPT6 FL17244.32 ESR-3455 SP8 FL10456.45 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPTH4 1`1_17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTH6 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTHB FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SUH24 FL17232.13 ESR-3445 HHUS28-2 F1_10655.3 ESR-2549 THD28 FL17232.16 ESR-3445 HHUS410 F1_10655.4 ESR-2549 THD28-2 FL17232.16 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD410 FL17232.18 ESR-3445 HGUS414 FL11468.10 SIM200B04 THD412 FL17232.16 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD612 FL17232.16 ESR-3445 MSTAM24 FL11473.19 SIM200802 THDH414 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 UGTS3F FL2033.1 Evaluation Report MSTCM40 FL11473.19 SIM200802 UPHDB FL17219.5 ER-0200 HHETA20 FL11473.9 SIM200802 - - - LGT3-SDS2.5 FL11470.7 SIM200803 - - - LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET (2018) March 28, 2018 As required by Florida Statute 553.842 and Florida Administrative Code 913-72, 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 +67.01-67.0 psf ThermaTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.9 +67.01-67.0 psf ThermeTru Firber-Classic and Smooth -Star (NON -IMPACT) FL20461.14 +67.0/-67.0 psf ThermaTru Classic -Craft and Benchmark FL15225.1 +67.0/-67.0 psf ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru FiberClassic, Smoothstar, ClassioCraft, Rustic FL7640.1 +67.0/-67.0 psf B. SLIDING MI Windows and Doors Series 420 FL15332.1 - FL15332.5 +40.0/-40.0 psf PGT Series 5570 FL251A0 C. SECTIONAL Clopay Building Products Residential WlndCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WmdCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WrndCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (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 1`01537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG MI Windows and Doors Series 185 FL17499.2 +50.01-55.0 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 S. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL16918.1 - FL16918.4 N/A Florida Metal Products, Inc Vent RVIO FL21580.3 NIA Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.27 - FL7849.28 N/A 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 FL11651.2 R3 NIA 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A All American Shutters & Glass Galvanized Steel Storm Panels F1_17869.1 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 - FL6527.5 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 plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. i APPLICANT SIGNATURE DATE N 2 Q) Q � O O C .� R3 V � n- Cn N 0 ^^ 11 O^' .w Cn ^1 W 0 CL CU VJ Q Z W J SHEET NO. PA 1.0, Florida Depaftrnent of Business & Protessiwlal Regulation Florida Depar"wrM of Business & Professional Regulation Florida Dep■trnmt of Business & Protessionaa l Regulation C7 Building Codes and Standards Page, Bulling Codes and standards pus.+ Buildup Codes and Standards �, Florida DepaMrmt Of Business 8 Professionpl Regulation Fwpe,d2 ^' `v W 111 mle immis 1r wls Building Codes and Standards 115WIe Product Approval Application Dieu! Product Approval Application DOUR Product Approval Application DOURFf Product Approval Application Datall 0— O -- FLa2pMl4t2 EiEi@lt1:6i y Soot 6oibm 20 Oats DarFinlm Gla 296 Q) Q O � SmOt ,d mm Yrdm tiamdrom 220M EamowlLlnor riwd" )Nag" Lhdrd FDC Aow id AMrrmd silo b= Maui■ Jrd� bakm 292 lm YARIM akL 20 Gila GlaHatlm Cra Plaf>ffil -M co Des Yarabe tamlrm■L 20" EsdomLAA& ore Ydidd.kd YalOdad AmbE ad fl2.An®&I Asa W■ Me oELLLM as WNW awme m !'> I A--d Lon& S9tle Ratite Owl OYt �OePmon Galt Revision 2017 TMmu-Tru Capwaaon Rick Wright Lyndon F. Sd ft P.E. Ryan J. Keg, P.E tOH52017 O7H2/2017 1M82017 12H22017 Appaowd Revision 2017 Thw"WTM Corporation Potic VWW LyWm F. Sdw* , P.E. Ryan J. Kkp, P.E. 10115=17 07H212017 10H812017 12M202017 Approved RW WW 2017 Tamp -TN C marawn Rick WrW Lyndon F. Sdwfkt P.E. Ryan J. Kip, P.E. 10H5k017 07H2R017 WSW" i2JI2/2017 Approve ha � imemag EaablalLirm Vaalaed M ydpplq �� Amr[W i0s& • ^1 �0 W (^D1 W EdMor DOOn PEaM09 (813) 7B7-0S56 Cs/egwyl Exild. Door H19) 298.1740 PE43409 (813) 747-0565 Compory: Exterior DOon (419) 2W1740 PE-43400 (813) 767-SM ,ki&illd v, v }a v' }a $UbCMcarstior: sriCsames 8wkglnp Exterior DoorAwmaYes dd�41m) nsWd20 lwbndO.nlsunrMs. SukCoegor Swbpep Exterior Door AmorMN Melees Larduedra RePwr Oah f:WO tdnwmabaa0ooreueMa. OOard SuabOaepwy: emerging Exterior DoorAwerrbes �. Gorier Resebn 2017 Thera -TN Cwpora6on Caepory: FxferW Door Rick WrW Lyralon F. 9aurdL P.E. Ryan J. King, P.E (110) m8.1710 PE-43409 (819)767-0556 10/15=7 07/1202017 10memlT 12112R017 Approval � FR N CappaM Ar W Report corn Rio a a Fkxda RegWne6 Arddad w • LlOeasd FkrMa Cearparrae Y4Woh EvruMlon Beeson from • Flora Raplalared Amlaed a • Lkaaal FkrMa suac.rewy: 816rgna Eeewbr DaxAtamelss ridarlavbMpowdrawe ' ; � V � Floats Ragerne6 Aac811ad w • LWwraed F gWered or wdd Florida• Professional Engineer pfusam legal Engineer Ceepgres Me@w& Ewk"m Report hwrn a canFlodda Pm%nW* Engineer Florida •O iwi� PL��Jrl9� Pmb brelEngineer�MdaadwaLkweal L (�� FI RUINLAarom long 22dw OIM LAfM■■p Anorand for Lim Atom2diffidn loam Lmm gmdkAmumm Amrd/acga A■roved*aUse kand 2MM FLEgIM4t2 produces O Q La EMAWL2MdMm a rIORZ 2MrWLk= saki= [own AMA klwmz Selrkh lfYlZ amarm Prim■ Les.! S�Edol�! 1. mmi SIII wdLk lltZ ■alaw Enmlu � O �.L 1 s. Thertm-TN Few-CMWe OW 8mo0pv8ar NomkW 68/39;p 8quotNonArrpa�� Opaque 12/312020 No Yes No WA 6 f. TMnnrTru FaerClwloNom BmorMBW Homed SSdN,,0 8qua;Na1•knpaa8quok Opaque 129"A" CarpmBa Edge Flasglra Door NO Yes No WA 9 I. TMrrrwIrm Fiber-Cleere old 8npM8M NwMW eW9;8 pauotHon-W"Olquot; Glazed 1213IMM No Yp No WA ! Approved far Use Approved �l� for Use _ U }4 ICU COrrpoete Edge Fiberglass Slagle Dow � (IaewkpaOuMkg; X owegumfen) F e Door (kp+MyQAruM9: X configuration) 14 n. Thamr-Tro F6erCkaab feed BmooM-fir Namkel88a99;O on GlazeO 12/91/2020 No Yes NO WA O ICU 0a+rklabwwkg; X amtpunalbn) Fgferpese Sarpe Door etc bWOM in le Door O owwiCornp w b (Navlyouubdag; X OaHmrwttlon) . � v E Q Fla2M6tJy2 FLtr28M14pr ^, Y}aJ Sak EWalg 20 Gus 2laPmlaa am 2m Yloba ! Di tar onwa VaBmtYffi Gars 20 201m" 20 FWAmrrl G909 bow, ab no 202oft no ! 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DUBCalpory: Schlep ExteriorAMOM Dow Anerm ritlrw@nebldVmneuema. aarbc.ep, Doer AesearalM eo- fie. Becalm 2017 Taemrr. Caporaom Lyndon F. SrMstlL P.E. Ryan J. Khip, P.E. 12H32017 12H32017 122120f 7 dig FBC Appn - 1, ;-ra, Mala2 E.Gkuftn Resat San a con, CerupWuse Iee11e Regalfroma S Dom Cedaptaw M4tlnOC Evatuaesn Rpm hoar • wsod: E sE.Wdorklow Dart (Rick410 2WI (813) 767-0555 Flores rte9lae+a6 AndlMed w a lJaereal Fbrlda Arhled or a a Closed Flange wbrrl ReiriEe ngd� a a Licensed! Florida l l - I professional Ergtew Prolpebnei EngineedrBed PPrral Compared EvskartionRepoitfirme ow Fbrkk Registered Architect or a Ueswsed Florida PL52DU14MH9duces FLA2Ml$:2roduces Professional Engineer La! 90I 6mrmm S ear AaMM.Sfor Use Aaonaged h101tli far Na Irom .sold last■ Pori■ Lag ONIMLagm9 m 2w Lila Approved for bmm inHYBZ SlddnlVHZ Bohm tad■ Puwn LaE IidbcArram P Soda mtiM¢2de A�HM a■®mdhLum 1.Hi Z 23mtletBBli imma 2mim Baailad Pima■ g � 1 a. Tamp-Tru Fla-CWrc pal amodhSW N01 l 680m aquokNO lbTosc quot Opaq,r 1ZS11i021 No Yes No WA 6 I. The ns Tru Fiber -Classic and SmoolMSer NmiW 81Mm BquokNon-b"Ps quok Opagw 12011=1 No Yss No WA 9 L TherrtwTru FbrC Wdc pal Smootiv9er Non" 6i/99:p 8quotNOMmpwtiquok Gland /2711fL021 No Yes No WA Lag AnonyM for Lim Approved N" for Use Lei � Conpseir E09e FiberyWa $kge Door ComocaaA.«kgiXmassura8on) Carpesn Edge Fbrylw 8hgla Door r �: S 1. 2a�Z BaaMw Pmmas OM.bOLtmaSmdt OnpWppuMkq;XoDnft, on) owdlpundion) 11 n. TMrme-Tru FbrCessle said Smooth-&ar Nombr AS Bgnpa; Gland 17191ft0T1 6gvotNs; No Yes No WA Cormpoeft Edge Sko L l LarrILCr� (6ewSupvOubvenp; oadlguredm)Dow Florida DepaNront of Business & Profeniorml Regulation page i a 1 Florida Departrrwnt of Business & Professional Regulation Pa9.1 a 1 Building Codes and Standards 1154018 Building Cods and Standards ,aGo1e Product Approval Application Deall Product Approval Application Deall Florida Dspwbrw d of Business A Professional Regulation page l a+ Florida Depart rent of Business & Professional Regulation Paps 1 a 1 Building Codes and Standards I&W8 Building Codes and Standards vvm/e BtJQ�Bd Product Approval Product Approval Application Wall S.29t Enter or Gar no DOM PAaO■ Oar Gsll arms Ola Pdt Dow pond■ GMr BM Ymbn llaoldOINK Selag EowomLaAkam mdom Ea Yddald LhmNYd FWA00(9dmr a9onlmd AN" dart MEWM mKwbglo[ 991M gnobwAliomr Yfi*A ld YIN" JOB" FBCAmmtl ARMEN ANN Revision 2D17 Thems-Tru Corporation Rick Wright National Accreditation A Ryan J. Keg, P.E. 12202017 097112017 12222017 Approved Review 2017 TAsmurTm CarpaaND- Rkk winger NWJWW Amedlal on & Ryon J. King, P.E. 12202017 09212017 120b=7 Appoad 8t1■1� lialf� Ceaupay: EAmW Doors (419) 2MI740 Mwdgwem Institute (813) 767-M Cragay. 6terW Doors (419) 2WI740 manger eat beam (8i3) 767-0565211asalad.rpry:8wkrpkgExkwlor Lmkdr Zia Side E■ALg 2la Gm O1CAMMMOLftnam � Dow Aarrnbee AdavembldpoomwAtme• SabCdariparSwigigEdplwDoor Ass.'". ridw�rwMdpoeraAeOe Ilan ifaWm mom ! Sort EMlau[iLben! Yapddffi YYdrrd Lalawd hm EWLARO N oem PiOAnmrm A9M®md Eba& Dot Yrdm larnldar■ Onto EogrmcaLrm YafitlYrLEe Ya1md LOdYd F1C.AOI2mrr Am9dmd Lie Caerd011ana Yaeuod: CwMkMbn Mork w l.etlnp Dom CearpnRwes Mese: CeaebWon ark a LWbp Doan Revision 2017 Is all W" end Dose Bond sma ger Les ReDedo Lard Steswu M. Urim, PE 06113r2017 OM IM17 OMls=i? 101f02017 Approved Revision 2017 MI Vendome and Doan gem smkgw We Robert Longs Seven M. LM* PE OM13f2017 OM 12017 061152D17 10110rW7 Approved Cefepery: Exterior Doors (717) 3063300 PE-02514 (717) 3174464 rfeepory: ExMta Dom (717) 386.9300 PE-02514 (717) 917-8454 surd+rsgeRy: Reding Edalot Door Asearre9ss Oeakrpar®mNW.com MabCateperY: Badnp ExerW DoorAeseraeYes pea�rNwd.can 2rdl..Ammr Approved for Use farlim am Galan Sad.LAm■m AmOMdfor Nr Aaa�2r ]mugs 2dn Ceagrree Mearod: Evaluation Report Solna Clodd eree Ysaed: Evaeaor Repot tom • LME G SiBY tnlBflP. S)I Ba■rI Pow■ LM! HmYg2Mrtllba S�MlodEaMl■In2la 1a1G6>i 2naYalAAZ Ldlam Her■ Florida RaplaWal Arohed a • Lkaaal FWitla FkMOa RepirrsOAMdW a a Linnsed Fkxda 1 a 8quatCMNOC 2UWjok and BppkaewJrrerk by Se and 8A Opaque and Glaad Fbwghm Door wen 12131IJ021 No Yes No WA 5 9. pquotSmoolw-Wor8quot and &quattlendvmrk by SM and 8A Opsge and Glazed Ffeer9eee Dew lath 12r31=1 No Yes No WA PmbnbM Enngi ear PmbswwW Engineer TannlrTndguok and weho t SWONSO& me I ad Ouln'ing ThwnwTruagest and wMror sklaRes keweg and Oubwkg BMA33zm P PLE1$3324i.1 roduces Lp2 gmdkAmme Produotbamarindon Approved for LIM Approved pass in Erna !>llaws for Um Ielom Omm HQZ Reward PMmlm LIE AaamwLforLim Approved In.IPBIi oumwe far Umm lung Z Hallam 2m■ Pum■ search CI%w1m seamb crawls 3 SERIES 420 AUMR4 M SOD REINFORCED SERIES 420 ALUMINUM ROD REINFORCED OXO 12A12018 No Yes No WA 4 SERIES 420 ALUMINUM SOD REINFORCED SERIES 420 ALUMINUM SOD REINFORCED OX, 12/31r2018 No Yes NO WA 145.9f/81Wdx968ggt XO, XX 960quotX968rFaC Florida DeperbnrlM of BusProfessional 81 R Regulation �a2b1e Florida of Business & Professional Regulation Page, a 1 Florida DepaMwnt of Business & Professional Regulation Poe 1 a 1 Florida D".I n m, of Business & Professional � �,3m1e Codes a d Builds Codes and Standards n2 Building Codes and Standards ,,em1e Building Cadet and Sarxadda 1r5rm1e Bulking Codes and Standards Product Approval Application Deall Product Approval Application DaaN Product Approval Application Datall Product Approval Application DOUR iSa 91711,ffi 2d* Enfta 2la 20 DdePaa.■ gla PLSIGVI Bd 2m 1fMEaLa gyp 2dp Dab p� gm l5t3l Swot Enftor ear 2la Dow Parallel Ogg 2m grow or tau 20 DOWpaAm 201 hm rimba limdram Salag EalaaraIMMM Yaltddl kL YaNmld MIMIRI d PNG.A W M AUMM Loa hm Ymin marmilea [ 92do EawooLk tO YtEmldfet YWA" Land FECAaerawml ARMEN Loa Cn MIN vow- marateatim ra= Eolam iLM= mddddkL Yddabd awnmw FW AYY®d AoMdmmd L10& fen Y!■m meagamear 2oelmi Boorish m )IJI mmm Ysid" Lid EBGAa mlml ARMEN AMR Revision 2017 Clam Buaag ft.&- s Cone my Mark Westerfield a es Testing 8enfloes NA, Gary Ph~ I Ira=17 08r1012017 12r052017 Approved Revsion 2017 clom Suldkq products Com m Mark 106 erflaid InlMlek Testing SoMM MA, Gary PN~ 11292017 001I 2017 12M=17 Approved Review 2017 MI waWOws and Door amt emw Luis Roberto loon Shaven M. 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O Florida DepaMwnt d Business A, Professional Regulation P.p. + a 1 Plaids Dspertrnerd of Business & Professional Regulation p.ge / a 1 Florida of Business & Professional R DepaAlilwlt Regulation Page + a 1 Florida Department Of Business &Professional Regulation page 1 a 1 ■ Building Codes and SarMerda ,resole Budding Codes and Standards ,a2o1e Build Codes and Standards log 95=1e Building Codes and Standards 1r5r2D,eky Product Approval Application Detail Product Approval Application DOUR Product Approve Application Deal) Product Approval Application D4Kalt CU U p M&33Z4'A go Bono Gak 20 2MLboOm Oar PLC Son Ends[ 21M am 2MLb Om 209 "116274V Si■! 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IMch, PE 12/202017 12r132017 VaMaed ■ Caepory: E haw Doero (717) 305-= PE-02514 (717) 317-8454 Cae9ay: edww Dome (941) 40a0100 mar) 316.2690 Caegory: Ednbr Oooe (841) 49"m (305) 866-4707 Ceepgry: W dgww (717) Mwweeeren Assodslan (717131741464 SuaCnapwy: along ExWW Dar AassmHW bekkewOmkvd.corn SubCaegOry: Selig Exterior Dow AssanOea drarilappWWuWb.mm r DoorCmponese dws dedk@waaMoy.ao tlumCw9orY: Sla9e Hung D sstnpwpnawtl.aom CeaipMaaen Messed: Evakaesn Repro San a Cespsree Marmot C*nWto rat Mark or LMap Caapeaee asked: Certification Musk a Letlnp ol": Cempenee l- Cookbook. 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ARSS, Ross wide) VwiDCOOE89174; WM Garage Door PSF O 0 Florida DepaAnxnt of Business & Professional Regulation Building Codes and Standards Product Approval Application Deall 17e9o1e ig V , Florida Deppghywnt of Business & Professional Regulation Peg., a, Florida Department of Business & Professions] Regulation Paps, a 1 Building Codes and Standards Ir"Is Building Codes and Standards 1AYJmle Product Approval Application Derall Product Approval Application Dealt ha vrdm Revd. 2017 Iredeaac Th Tr Cwporsem Ceserrary: Edarbr Doss Soda mMlmai Lbara )rid akL Rick Wright Lyndon F. Sdwrdl P.E. Ryan J. 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(314) p61.7480 LLl dwergrneeam (205) 899.9600 10119=17 IO MOM17 10a=17 Approved Revision 2017 Bell Indusi Me, cmmwr atruWrw Conporenb aubCC&Ngwy: True Phda MaDIe� Evokonon Report tartan„ a product Evatmbon Entay David Wert ICC Evskntbn Service, LLC ICC E'vskoWn Serval, (314) 851.7480 U.C. dwelgroe.00m (20516BB4E00 1oti OW7 10t9V2017 1lilail 01T Approved Revision 2017 Meek Irduetries, Inc. tweedy: 8b. Trws Pains atlfatWgq k Trvee Plains Coryertn IlaOroC EvMbtbn Report from ■ Prodlct Evaluekn Ewer Dever Wert ICC Evstrdl Setvol LLC ICC Evaluation Serves, (31q 1.7 M�emlOme.can (206) 6BDA600 10/122017 101192017 larim17 Approved Ravwm 2017 l9 tares InduMtW, ova trACab9ap: True Ppba CowpaNtee Alatlrad: evahatlon ftgcrt Dam e Product Ev AWbn Enft Davin Wet ICC EValwan Se rvks, LLC ICC Ev ksal Service, (14) 1-7 dwe�rwf.am (205) 59P9000 1011W2017 101192017 Ilil 17 Approved 9m�fAW■Om Attm*Mfbr ht Awn-d by Lke NEW Mine 9tI.LAtMote AttmnO.htlia AB1ammLUa long RNM QNULAWota Asemrm far .Use AaWondf r.Ym M" Palm 9e1LAm Asomened far use Aspirated for LIM � Qalm ate / M16&e P f stlrlhagW 18 prel repay high stratplh trues connector PW 01101/ 3 InHil out" Hill Yes Yes litaill" WA pYauf■ WA &aa 2 WIG Product posorkam sta.0kagm 16 ga. tm oomwcbr pbb 0IA11rim lug g1tmallou Yes gootlW Yes WA Pate■ WA teal 3 Mriam 18 pa. 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Cabywy: shxkvw Co roww b areCwepdy: Tnea Pintas Canpdwm 11 1 1 EvaNbtlwn Report horn a Product EvWa110n Etdy DOW ~ ll Evwwtlon $awls, LLC ICC Evaluation Service, (314) 651.7480 I.I.C. dwdl@nM.com (205) 599. 8 10119=17 1ontmi7 101222077 Approved Revwon 2017 VAVwh ewer crewel atruldal Canpotews auoCsMgl Eno eemd Lumber Coepaaw Method: Evokodw Report from a Product Evaueson EMigl RaD amm in ICC Evahnton SWAN, LLC Jrrw A Presents. P.E. (253) 924d476 (OW Ill $44 RooaRBarwk®wyet" ewor.aom 06222017 06/20=17 07A32017 Approved PAVMM B 2017 Wayadwwar MroCabOay: Enplwro0 Lumber e Product Evwuatlon En* Rob Bekkvin ICC Evete Service, LLC Janes A. Rothman, PE Robert.8ald4en@aeydus 1 06222017 0620m17 07,032017 Approved Ravwon 2017 BWide Wayemaauesr eulCab9ory: ErrpYeemd Lumber CerrPlbmnae IlaarPd: Evaluation Real fan a Product EvakMw Ell* Roo ewwall ICC EVakawn Service, LLC James A RWB , PE. ) 70 (8� 839.73H Robert.BatowtoOwsyeM etaer.earn 0621 0620m17 07/032017 Appmaed B gtlfmoetn AumvarlhLYa Approved for ga lima Roma $ ABproved larI.e Aggrieved far Use lmtg gWt 2MUL&NOM ABBE Approval for U, Imm gWt 9MINLAaunme AtWaOhelhe ABemmllrlhl items 21WOB afa Produd pagodedw In Hoc ouumb HVIIJ Bohm Ewlu Am EmaELMRaLnmmbKzmm lailooket Doododw conftdLwksdmpmb InHYM Sheri IleYY1 P eta! WHOM Pnduo&Dnododm fdotilgukmgaa2ft In Hills gLdMftH NZ Reekdot Etfem la!Pmftd MOOL Numbw Product Domadoban hlO R Guill HVIR Reehhl passage 5 MTWM 209a. 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NUMer a Norma Ouattiv Asurarloa PrONc1 Description Contras Exaltation Anwoved for Use Aaeoved tpr Use Date In KVHZ outside Ill I� Resistant COMM Pressure ftandkw ]Yet 1.■■ Revlakn 2017 Wsywhanrar Geywy. Sarwi" Cwpowra/ S209 gowooLLUMMYeYitd.®L Rob Seldom fee Evwuatm aevla, LLC Junes A. RaDNrnan, PE M 9246475 (11"Ill get gal Dab Palm Yam1W ailmlha Plum 06222017 062oll7 gm At®m 07/032017 sofa Approved salt mm Yadt Reavlatrn 2017 ONWEA [ VVayerhesueer Cabpofyc snumbew Canpsmanms E1ft9[ rdmW lOmeeeillnol Yemreaffi rob BarwYl ICC Eakalbn SWAM. LLC James A. RotlnMn, P.E. (253) VA-6478 (WS) 6W1344 20 20 Yaa/e1W lsomilm 05/17/2017 0626m17 DOWP1nitla 20 FBC Anw,,d ANEEN 07A M17 &on Approved MW Revisor Sr9.1k yerslo" 2017 - .� MmLdarwrer Gulf Crest Supply & Manufacturing. LLC. Category: Roofing EMM or � � - ienta9t Erelnesr&Lleansa Yatleated ar Eng Di ld Daniel S. Kuhn Lake Soudan P.E. (352) 498-0778 PE-75519 (334) 300-1800 -ggg 212 yappatng Submitted 11 10/10/2017 pate Pending FBC Approval 10/17/2017 20 Approved status 12JI212017 Approved 18 19 20 26 Ga. Gull 26 Ge. Gu11PBR 26 Ga. GuHPSR Min 26 Ga. Gulft Roof Panel over lx4 Wood 04/122024 Pull over 1522&qua: Plywood Min 26 Ga. GutfPSR way 15/32&qud; Plywood 04/1212024 Min 26 Ga. Gull war ix4 Wood Pudlns over 04/122024 Yes Yes Yes Yes No Yes N/A N/A N/A +N/A/ -151.7PSF +NIN -154.7PSF +NIN WOCwepwy: EnpYwred Lumber RaOedBriNwtrlfw"ft SubCwbpamy: EnptwrW Ltarlber Ralert.Bekwkl®weyems Subcategory: Metal Roofing lnfoogulfcaestsupplycom 15/32&qua; Plywood -15111 Coo*ft a Method: Evaaration Report flan a Product Evakwbn Ely OteOt.porrl Carpeaw IleUtod: Evakrition Report than a of Evsk sesn Emig 0eesr.COm Comptlan e, Method: Evalualan Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 21 22 26 Ga. Gull 26 Ge. Gu11Rib Mn 28 Ga. Gull war 1 x4 Wood Purlins war 04/122024 15/32&qua; Plywood Min 26 Ga. Gull over 15/32&qra: Plywood 04/12=24 No Yes No Yes N/A N/A +NW -164.2PSF -NIA/ fumlu-qmj22dlmk FLASIZLM.PFadkoft -151it iht h■■ RWm FUM1661413 Pro duals 23 26 Ga. GOMM Min 26 Ga. Grill over 15/32&qud; Plywood 06/122024 Yes Yes N/A +N/A/ steal 4 TJ lun Dowd gwAkA� Btr rokxm1 corneal Lumber or OMnled 8band ON312D19 bad Rim goats Ancestress fee Uses AnammLiaLft kk Hvmi Olfthb Frag No Yes jmw Daffiest WA 21MMAnomaliesuse, p- WA lead 8 Wayeals a al Rpm Sad P i Cdenw Wtend Bond Ran Boad 03131=9 gm Inwill No ReeIW1 year WA P� WA boo a 1 Product Model. Numbs w Nacre 0.032&qua; Aluminum 5V Crimp Quality Assurance Product Descrlalon Cornhact Exolratlm Mn 0.032&qua; 5 V Crimp Alunanum Roof Panel 04/122024 Approved Date for Use iO.Fd� No Approved ter Use Outside NVNZ Yes t Impact Resistant N/A o.aaan P1:taalt.! -NIA/ 24 25 26 Ga. GulfRib 29 Ga. GUIfl Min 26 Ga. GUMRib over ix4 Wood Punins war 041120024 15/32&qua; Plywood Min 29 Ga. Guill over ix4 Wood Purlins we 04/122024 Yes Yes No Yes N/A N/A .1592PSF +Wet -164.2PSF +N/N 2 0.032&qua: Aluminum Gulf Lek war 15/32&qua: Plywood Mn 0.032&Wd: Aluminum Gulf Lok 16&qua: Wide 04/122024 Roes Panel over 15/32& W a: Plywood No Yes N/A -108.5PSF +N/A/ -116.OPSF 26 29 Ga. GORib 15/32&qua: Plywood Min 29 Ga Gulfil over I5/32&Wes: Plywood O4/122024 No Yes N/A -123.5PSF +N/N -141 3 1&qud; 249a. Gulf Snap 1&qud; Gulf Snap 24 Ga, 17&qud: wide Roof Panel 04/122024 wer 15/32&qua: Plywood Yes Yes N/A +N/N--131.OPS 27 29 Ga, Gull Mn 29 Ga. GuffRlb over 1x4 Wood Purins wer 04/12/2024 7/16&qua, 0 S B. No Yes N/A +N/N -101 OPSF 4 1&qud; 24ga. V.ni i&qud; VerseLoc 24ga 16S&qud. Wide Roof Panel 04/122024 wer 15/32&qud; Plywood Yes Yes N/A +N/A/ -138.5PSF 28 29 Ga, GuffRib Min 29 Ga. Gull oar 7/16&qud; 0.8e, 04/122024 No Yes NIA +N/AI -116.OPSF 5 l&qud: VessLa 032&qua. Aluminum 1&qud; Ver l min .032&qud; Aluminum war 04/122024 Yes Yes N/A -NIA/ 15/32&qud; Plywood -101.OPSF 6 1.5&quot: 24ga. Gulf Snap 1.5&qua; Gulf Snap 24ga. I88,quot, Wide Roof 04/122024 Yes Yes N/A +NIN Penal wer t5t32&qul; Plywood -116.OPSF Search Criteria 7 1.5&qud', 249a. VersaLa 1.5&qua. VerseLoc min 24ga 16&qud: wide Roof 04/122024 Yes Yes N/A +N/A/ 8 9 10 11 12 13 2&qua: 241. Megl 24 Ga. Gulf Lok 24 Ga. Gull Seam 24 Ga Gulf Seam 26 Ga 5V Crimp 26 Ge. 5V Crimp Panel wer 15r32&qud: Plywood Mn 24 Ga- 2&qua: Megaloc 18&qud; wide Roof 04/122024 Panel wer 15132&Wes: Plywood Mn 24 Ga, Gulf Lok 16&quot, Wide wer 15/32&qua: 04/121l Plywood Mn 24 Ga. Gulf Seam 16&W all: Wide Rool Panel OU122024 wer 1x4 Wood P cam, wer &quct: S a: Plywood Mn 24 Ga. Gulf Seam, 1 3/4&qua: Snap Lock. 04/12202d 18awoL Wide Roof Panel over 15/32&qua: Plywood Mn 26 Ga. 5V Crimp Roof Panel wer 15132&W ot, 04/12/2024 Plywood Mn 26 Go. SV Crimp over 15/32&qua; Plywood 04/12/2024 No No No No Yes No Yes Yes Yes Yes Yes Yes N/A N/A N/A N/A N/A NIA -123.5PSF -NIA/ -108.5PSF +NIN--96 7PSF +NIN.93.5PSF +NIN -108.5PSF +NIN -1541 +NIN-131.PSF Coda Veretan: 2017 Application Type: ALL Category: ALL Application Statue: ALL quality Assurance Erl Contract Expired: ALL Product Description: ALL Approved for use outside NVKZ: ALL Design Proasturn. ALL Deter To: ALL FL M: 11651 Product Manufacture, ALL Subcategory: ALL Compliance Method: ALL Product Model, Number or Name: ALL Approved far use In tli ALL Impact Resetal ALL Data Fran: ALL Flofda Itmarlt of Bwaness & PmfeSam" Regulation Pape / a 1 Depa Building Codes and Standards 11Y10,0 Product Approval Application Detail Florida Department of Blmeess & ProfaaWnW R on Peal a 1 Bli Codes and Standards t/6201a � Product Approval Appkadw Detail pM14l p30117744M 14 26 Ga. 5V Crimp Mn 26 Ga. 5V Crimp Rod Panel war ix4 Wood 04/122024 No Yes N/A +N/N %sae mm Ymim WsYmm Ihtt9r Potts Comm¢LU1 Ynmladlft go 20 Dab PwA Yalaeh0 atltuma ErLh mm ae 20 a®m Alma Sal■ mm MIW A Itlmdmlt grab 1 song IBOW1.ilhmtl Yamleamt 20 20 Yaftam aubmad ■ LEMOm gate FOCAmami ABomwO than 15 26 Ga. Gulf Luc Purins wer 15132&qua: Plywood Mn 26 Ga. Gulf Lok 16&quot. Wide Roof Panel oar 04/12/2024 15r32&qud; Plywood Yes Yes N/A -156.5PSF +NIN .161 i Review 2017 PLAMB94HSFNNR,ftProMN1a,N CAST-CRETE USA inc. Category: 8huokPw Cons.," M Near TachdY: Pnodrrts Introduced ew ed es • Ra a Nov Tadnokpy Caeplbrw MWcd: Ceravtll Mak or Lbft9 Craig PamM aaan H)Oft BCCO - OER MW44)a a EJ - VAL (613) 821-0a41 (7$M 315-2500 rgarthe fwlaole.aom 11n4/2017 100181 1121il Approved Ravlabrt 2017 Canrteraw Concrete Prodwb,lna Cabpery: structural Compornerb tubCaft9w. Products tasu6 a oduced ale a Ra Now W Teakgy C.OW- NWO.& E skm bn Raped fan a Fiona R III a Anneal or a Licensed Fonda Enplraer Robert Gas THUY H. HUYNH John Noy (513) 65"W PE-MI22 (362) ilwa 11 prNaapwwoyom cow /0242017 101132017 102211410117 12/1212017 Approved 16 17 26 Ga. Gulf Lek 26 Ga Gl IfPBR Mn 26 Ga. Gulf Lok 1 %qua; Wide Roof Panel over 04/12/2024 15132&qud; Plywood Mn 26 Ga, Gulf PBR Roof Panel wer 15/32&qud: 04/122024 Plywood No No Yes Yes N/A N/A +N/AF63.5PSF +NIN -754.7PSF alai IM60LOOkLIMMIKSESM 901tLAa1■ma Product canonical convect exokudm Dab ABmMmfwttu AnoamhtUse, InHYM Oubdde HVHZ Neil lhslalw 2EM Pmeat gpnn440PiodLmb Ationeastfor the I High Steno Cmmft LM" 4, S. 8, end 12 inch wide Nob Mill Y« Yes MIA WA phi! gmdkdaO1100! Anwombr IatOMi hY1d Os HVHZ Ihthhl 21ME L7t1■ t Quaty, Process or Commeadal content, Proareb Peen aid Peatreped Concrete Ldob o5rArg 4 No Yoe WA WA -4--0 (D O L)� N Q- 0 .� O N (� O M O � � Q O 0 Cn CU/�� Q z z W J NEW O ■ a� ■ Cn O }n'. W co O L Q CL O L VimCl) `) W V m cal G Q Z Z Q J SHEET NO. PA 1.3 s I1 J