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HomeMy WebLinkAbout36065 Stable Wilk AveII I I I I ' II 'I I I I IL _ _ _I _ IS 1 1! 'I ll_!'I I l II11 1 I 11 . _ 1 11 1 1 1 1 11 — —_ 11 tm 11' 1' ABBREVIATIONS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius ADJ. Adjustable Ftg. Footing Ref. Refrigerator A.F.F. Above Finished Floor FIX Fixed R. Required A.H.U. Air Handier Unit ALT. Altemate Galy. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves Bypassdoor HB Hose Bibb SHT Sheet BRG. Bearing Int. Interior S.L. Side Lights Cir. Circle K/Wall Kneewall S.P.F. Spruce Pine Fir Clg. Ceiling S. Square CJ Control Joint K.S. Knee Space Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer Tub T.O.B. Top of Block DB Door Bell M as. Masonry ry T.O.M. Top of Masonry Dec. Decorative T.O.P. Top Plate Ded. Dedicated Outlet Max Maximum TR TOWEL RING Dbl. Double M.C. Medicine Cabinet Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER 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 UCL Under Cabinet Lighting D.W. Dishwasher Mir. Mirror U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way N.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior PC. Piece VTR Vent through Roof Exp. Expansion Pod. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Flr. Finished Floor P.L. ParallamFin. WIC Water Closet F.G. fixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Flr. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof PSF Pounds per square foot Fir Sys Floor System REVISIONS 08-20-15 1.00 12-8-15 2.00 NEW BASE PLAN ADDED VAULT. CLG. AL `Lvvn �r h� ± �C1Mp Y wITN NAILING C^ F ORIDA E311, NATION,,,, CITY 01 LENN/�Rsm 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURALNOTES 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 PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. CD !� Za —o Z Q J r1 Lnnn11 U Q w � p Ou' N � o U m � M W EE 0 a� C N Cl) l`:O(M N O O U o = (D Y U) o. o to 0 'T Q rn a<o V Noo G3Z O N N-J r Ziko F..L_ t•L Z i_`ny�a uf w: W:g>�LLo� 10 Z U) 0 a . 0 — y ��g' p N < "Co CA W LL a ,<N _, o ❑' 0 ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. 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 N 0 W n �>� -1M0 M Q U') °- .L N N u- Q a ^ Iro— CC U ro 00 Q E l Z CD WJ t0 Milli! Z a Q f� c� ej �?8'0 w �owz � O f J J Tl w w Z N 8IN LU 0 Z za T Q U O I� v43 � f M w 8 z � > 1� O Q U ;^ vl-t, f L..V a w Lu QORo 9 *-+ x r0 O C Oa OL-4ai Cw7 J a�w3 Z Z N N �°` au-0 �oZ LU spa 00 rn 2: Q Q Z aF ��° Z z J Q m O = aLn Z rn T-t a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. CS ��■pi,WllulllilNllN■IIIIIIII�I�III�, �■� iIiWIW O A O S3 H.B. EGRESS EGRESS :PAPMY =0- P II \ l L M COVID' \ ----16 - a.A FIBERGLASS { TILE =w I SURROUND iv I S3 KIT � TYP @ 1 ■ 1 N �/AULT_ CLGr - ���a - - m � 1 m T 2" STORY L � - \ 00 tXT. 20'-6$" - - 2'- 10'.4" 10,4�„ v L. 2.4 I cc P 5'- _ I 11 _0" E m \ I ty 0 - - - Sii� W DtSP ' i � W J -- - I t I CO TI I � H �' A L 00 N U �- BEDROOM 38,-o-CL. MW FD7.W1 �_ O Q o \ I BEDROOM 2 8'-0"CLG. TILE - BEDROOM 4 PATIO CAFE C �D CARPET W 8'-0" CLG. L _ 1 0 8'-0" CLG. _ _ _ _ _ _C _ - - - - - - - - - - _ OPT. I CARPET o `, Io t�tc +'L - 00 • CARPET CARPET - - REF. j " N I ir 1 5068 B.F. 4068 B.F. 4.0" 11-7 „I - V - 10" 4'-7" 8'-8" 5'-4" 14'-6" 1 6-7-6" N L I u;= - - - - - R&S - - - - C4 ----------- R&S- --- 2668 2668 N � HDR AT 74" FOYE ii 23'-Ct 3'-10" T-8" 10'-101" - _ 9 -4. ,CLG. TILE 6" -- -7 �" 1 _ � 0 ENTRY L 0 v o 2:12 VAULTED CLG. &D _ 8'-0" CLG. in m I S3 - � N I FAMILY R M o 9'-4" CLG. R.A.G. - _ ` (4) 2x4 #2 SYP D 7l r o Nr 868 CARPET STUDS W/ USP HTT4 @ BASE CC S3 S3 . W L 00 _0 F7 TILE ......... . I AHU CLC'' I ` i i NOTE: FINISHED I I r ■ _, Q L' �' - - r V m-► WALLS TO BE I I A I `� n x � ( � FLUSH. VERIFY IN FIELD. PT. W OPT. D -1 TYP @ 1 STORY TIC 0 I 1 1 1 I I I (4) 2x4 #2 SYP STUDS ERG S -- 11 1 I i m I I G W/ USP HTT4 @ BASE SURROU D � V_ _j 1 1 0 1 1 N S3 L 60"x36" Y _R_&S DRYER VEN , K I o I I SHOWER L--- -aa THRU ROOF S3 -1 I w I I I o N - HANSON ( 1 rn I O m I I W I I I o = I - BOX @ 36" i EDGE OF SLAB 2" 1 I >O --2868 5'-3 " - - X10" - -- A.F.F. I BEYOND WALL i r-I I Ow OMW 1T- „ s --2668 7,_8„ 1 20'-O8" I m 1 - -- - - 10" -3` 0" -. - - 2 CAR GARAGE I I I - -- i 0+ r%A � .= T I •o I m V-0" CLG. I I I JIL OWNER'S SUITE tB 'I- - s'-0"-CLG. -W.I.C.i 2_6„ n 8-0 CLG. - -- TILE -- - ob - - _. - - r-- 8'-0" CLG. I 1 BUILDER TO PROVIDE I 1 I I I I I„ CARPET - CARPET 1 O APPLIANCE I I i 171 ° ° 5-SH 1 ---- --- I J PROTECTION `_° WHEN REQUIRED N PER FBC LT------------ 6„ DP R&S T 414514 V-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 (2) -1 3/4' X 71/4" LVL 2 OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 } X 25 i S.H. 13 20X381 18JX37j S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 J X 621 S.H. 16 20X72 18jX71j S.H. J 32 271/4 X 26 26 X 25 j S.H. J 33 27 1 /4 X 38 j N/A S.H. j 34 271 X 50 j N/A S.H. j 33 N/A 26 x 37 1 S.H. j 34 N/A 26 x 50 S.H. j 35 27 1 X 63 26 X 62 1/2 S.H. j 36 271 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 j X 25 112 S.H. 23 37 1 X 38 } 36 j X 37 3/4 S.H. 24 37 1 X 50 36 j X 50 S.H. 25 37 j X 63 36 } 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 J WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 38 52 } X 37 j S.H. 34 54 X 50 1 52 } X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the wells 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" rA'� +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 CD +24.5 / -31.9 DE +23.0 / -25.2 1OF +23.0 / -28.9 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 WALL LEGEND �illllllllllllllllMASONRY TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "A" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 20 TOTAL AREA 2372 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 I R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 0 �1 z(®Z CO Z Q U) Z C) Q) cn � --� w •U - 0 w Il/ i o M v / I- O0 (� U in w Z t 01 Cl) C N M M LLC> 3k"Yr 4% a°') .x Q 0) a o u) Lod V Q O A 1 B D. $c Z U- ��� iLY.,.LOZZ. f Z �'4 0 T� � .w W y� O O03 W a�8 LLZ r alit (�`©j❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. 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 to ._ I'D CZ)>L4)MO t j ra l^ V) O QL.L� ce V a 00 a E� ra Z WJ lOD w� Z d �a�n Zoo zz z p=pz C70Zw f 0. pJ 010 c S r-I J z Z T� cc:ro f z O O o OV (n (u Lu o� axe r-1 0 o 4* CV ^ <o� -z Q Z N a-2 a�5 J ,--I 111 2: Lu o 00 01 Q Q Z LZ a < zz �# Z t a Ln z o g = aW r-1 ,--1 d to z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 1.0 r ssA ! III I I I I I 1 II 1 1 1 ! I I I IIII I I I I I I 1 1 1 11 II + 1 v1ILAr0w-n'.ninn+RAW II 1 1 1 1 1 1 a I I A_ 111 II _ -ZZ -i+ 1 Y 4 F- C a 0 00 BATH 2 4 tV 0 a a OPT. REF. KITCHEN OWNER'S BATH KITCHEN 14 MIRROR a cr F- 00 4 OWNER'S BATH i KITCHEN ISLAND INTERIOR ELEVATIONS CD tt9 zM O — (0 z z Q J LL z CD nV)n' Q) N --J W � V Q O W N C I— o � mo �V) W E E — C M M f`O ;O co O o cat _ U CID�Y- - LL Co Y ¢ 01 Lo O v M Q O A BDe�� l Nto ffww w M V, N g • O a0 �- N � r- otop LL4�•'�� '✓ fi qq r � f -E barb LLa O N'`\ �..� OL�N a LIQ i • � • O -..1 H c� c , r , \4 ��yr�.`■� W IJ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. 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 N 0 (U �>-+HMO M ¢(!)1170_Ln d .� N ¢ L- LL Lf� M ce U fl.'I O z ¢ %.. z M Z WJ C) d" oZ �Q a Qa E� 0 0 z 0 00 z Lu J UW 8 L!J N ��zOO Z Lij Z 20 Q V g 0 D M oL. W s 0 I— Fz ,� V J fu LU o1 <OOZ OZ N z°doa a3 Z N $°�o W J L . W V - Z Q Z O W � ¢ �wu he a wF1- 00 *k rn ¢ Z z a�z a O Z = o ` W rn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 2.0 N 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. m:17t:Z;Co� 6" FASCIA y (TYP) TEXTURED — CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. 12 3 TAB SHINGLES. ROOF�- INSTALLED AS PER MANUF. __JT.— �. ,a.a�: 1.-��--.�r..�..s. SPECIFICATIONS`��— _..1_- --- - - - �—— — — — — — — — — — — — — -- — 11�-Iop 0 E 77 F� E TEXTURED HEAD/BAND M El 7= 0 FE130 I M E 7[�: 11 E I FI— —71 F=7 = 0 15'-0" RIDGE VENT 12 5� 1" x 3" SMOOTH TEXTURED — BAND 12"R. 12 :�5 HEEL --------------------- 12 5� �— — — — T.O.M. HDR HGT. 14'-0" RIDGE VENT TEXTURED ;0 FINISH ON C.M.U. CD E MEN 1" x 7" SMOOTH TEXTURED — SILL / BAND 12 - L - - _-— ��- 0 0 00 1 ,-A" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED NOTCH FOAM DECO BRACKET AS NEEDED DECORATIVE BRACKET `v 1-1/2" THICK 0 0 z NOTE: • W = 1/2 OPENING DIM. • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH/ SAND FINISH • FOAM/ EPS MATERIAL IS ACCEPTED I1r Vr INDOW WID 2 DECORATIVE SHUTTER FRONT ELEVATION - A SCALE: 1 /4"= V-0" 2'-0" RIGHT ELEVATION - A 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 R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 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. R703.6.3 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. R703.8 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 5th Edition (2014) 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 o the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed)19 = (Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. FL SoB@ Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of allagin Vents Needed (D z fh 0 —0 Z Q U) z U Q) U—) a— J w p �U — OLU ,,l/^� Of o M U O m W ~ EO 0,— 00 4)M C Co Cl)a; ` 'r N O °o t = y LLL- 0) �Y W a o u7 O'T Q rn A 1 B D. \`a0` r` r co N G p�{� /O �_ Z: Z� f � � Z U_ d 1 all T n i= S I] To the best of the Engineer's lira wl2dgi+,i rmabon, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f 0 0 Z N 0 ate+ '- �O C)t�i > M O M (0 ter) aV) (A Q L- LL O.- !Z n al� V fl.00 a E Z J C:) W Lu C:� d- MJ � p za CD f a Is.E.O�"L z 0 gzgo WWI �oz L �}. v W J o LU }0 J 1� U.J ILL zzz Q a IM Q U w 3 o > U 0i fu a z F' < W aPo J � O o � �s.-� yy T h N A Z{�4O� W a z Q N $0 z W Ln a 0 J LU Ljj o g LU 00 allQ 2: Qhe z =1z ¢�z *1 Z W a 2 �Z Lu SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. 3.1 j'I- I I I I , '. I I I I. IIP II }Ilrlll9 I'Ir l.11 I f."II�H I'I I _ I � I' l 1 'I"II 'l1E•!}. !�elell!!�I I I I 1 II I I 'r � _ _ _ i- u - _ __— _ - I 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. - SPECIFICATIONS ----------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 — EXTENDED OVERHANG TO BE CENTERED ON DOOR 12 :;�5 T.O.M. HDR HGT. ------------------------------------------------------------J F.FL. 14'-0" RIDGE VENT 12 15'-0" RIDGE VENT REAR ELEVATION — A SCALE: „a"_,..o. 12 5 - -� - — _- - �- - - - -- -- - - � _ 3 T AB SHINGLES. ROOF INSTALLED AS PER - - --- - - MANUF. SPECIFICATIONS .�_ --------- - - _ -- _--- - - - -T.O.M. -------- - ---HDRHGT. ---------------------------------------------- 1-0 ------------------------------------------------------------ TEXTURED TEXTURED "� CEMENTICIOUS 2'-0" CEMENTICIOUS FINISH ON C.M.U. FINISH ON C.M.U. (TYP.) (TYP.) C? -----------F.FL. LEFT ELEVATION — A 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 R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 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. R703.6.3 Water-Resisi ive 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. R703.8 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 wails. • 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 5th Edition (2014) 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 o the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by save or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the conbador shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear Ft of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft Soft Needed) x 7 = (Sq. In. Needed) / 8625 = Amount of O Hagin Vents Needed 0 !P8 zo — o z Q J U, z V)0 '' U-) -W rJ � p 0 LL, Ln rti I- o 0 00 U mr- � C LLr E U kD M O oN a j U 0 L LL � _ aI) Q rn U) a o In v 13. �i Q 0 B D. ,i co rn tg N ly} Q ® ' �•!/1illlll�ei �� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N 0 cu r-, > (n re) O r--1 O fh V) (p Ln aL_L� CL F-. , M Q� U C r-t Q E z M WLLJ J � d'- O o y w� za C z UZ Pzo0�0 oW z 010 F- N l , L1J J 8 U, Z W z Q o U I --1 0 W zz M 3 > C: z U 0i ro Q LU alp X9g cr: om © Q 0 UJ f 0 �aMo Z Z N o I ,di wU W C wJ 02/0Y a aF *k 0) ^ Q Z Z cc z a 0 rl QJ W W z J Q az g � a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. 3.2 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 MAIN 0 200 amp 150 amp POWER CO. FEED — INTERSYSTEM BONDING O TERMINATION PER 7� NEC 08, 250.94 J NEMA1 200 AMP copper to lights & outlets copper to 20 amp ckts •2 copper to WH 3 copper to Dryer or 4/0 SER Alu 4 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2011 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 - 2011, 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 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET W.P. GROUND FAULT INTERRUPTER DUPLEX OUTLET G.F.I. HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN P.C. TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) .. ® tLtC; I FiIC:AL PANtL LOCATION WITH 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. SYSTEM BUILDER O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH DISCONNECT H.B DEDICATED RECEPTACLE FOR MICROWAVE RANGE u^ten nr-n oncno ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN 09 (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" a 0 �, Z M o Z tO 10-1_ Z, (D /Ln'�� Q) U-) w Ow ry E O ::D to Mo m r` U LLt M C) M M W t9-2o O `N O _ a°'i U t_ t,_ 00 aa)) _�c Qrn fn a o to O V rnQo Al B Do r O N LO t� CV 1 C'4 V y 000°' o r IV C Z z Z o0 _J J J z C.'-4` W t sar• ` �_ O p� r � u_ tl , aa v� W s�m WW aWi1� Z -pNCal W 9ZyomLL Z Q .J Lu O LLI Nart � � 0 � ' W O U of 00 ❑❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. 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 N 0 0 r> m C:) Q� OLr) Q " L- 1 CL I- .0 QC U a. 00 Q E u Z W J � [t' 5 0 �R 32 w� za ¢f Z f � ' _ ¢_I �iZUO0 ���� �aZZ 0 U, Q�g U Z N Co w F-t© O Z Z O au g 0 fa ri M W J =3 w S SQj1 L O ` /(n c J fu O LL o u. ¢Yt7!a o M J T') O M. U. m �2a N a 0. zo21 W Q� Z WLr) N Soo W O z J W Q Q Z g E 0M 0 w�� ¢ z 00 Z t a" m O ,--i = J O a= uj rn T__l a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 4.0 I 14Ee� _.,___ __ r VENTED SOFFIT 46 SQ. FT. VENTED SOFFIT 67 SQ. FT. ------------------------- .�.... • oo r) ' .. .. .. In RIDGE O. '.::: . '. '. '. '. '. '. '. '. '. '. J W LO ZONE-1...........:...............::.... ATTIC SPACE 2373 SQ. FT. 4'-O'ROOFVENT $ :12 SLOPE \ 14'-0' RIDGE VENT . ............. 04r1rta ... . 1'.' .' .' .' .' .' .' .' .' .' .' .' .' .' .' .' .' .' .' .' .1 .1 .' .' .' .' .' .' : W a O J co (14 r ' GE �M VENTED SOFFIT ' ::::::::: 8 SQ. FT. 5:12 SLOP `*•: *• U) •^ t�.' tn.. 1: .t:............................................................................................................................................................................................................................... VENTED SOFFIT 58 SQ. FT. W a O J 7 . U-Iii ii, ATTIC VENTILATION CALCULATIONS - A ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge (No Upper Ventilators 1/300 Rule (Must Provide Upper Ventilators) Vent Amt Off -Ridge Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT, Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators required soffit ventilation soffit by upper Ventilation Ventilation (See Etev) needed required needed ventilators Main 29.00000 1.000000 Floor 2373 1 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IFSOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT VENTED SOFFIT 10 SQ. FT. VENTED SOFFIT 19 SQ. FT. 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 R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 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. R703.6.3 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 bar rier is directed between e een the layers. The barriers shall consist f s o 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. R703.8 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 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o 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 SO. IN. OF NET FREE AREA / SO. FT. *If not enough vented soffit is provided due to fire protection, the oontractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. '*Formula: (Sq. Ft, Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT *'Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed (D z o — o Z a J z CD W � cn ;W M o U — O LLJ I r ^ s I- E o v ' F— r m U a) M Co M O o `Q 0f Y OaO u� v Q °a� �i<0 A1 h.0 B. s'- B D• +\'`• 'IN v � Ch 6 IS ON WCL Z a 0 NilG O Z r LL a W N JM ' �ll(ii o ❑ ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0 � N � > O Q - •L a � LL a. ^ cl! U Q 00 Q Zfa WJoF- kD J oz �o W z a f a a gza0 W w zL �Zz z 0!� LLI l w cc z N t o zx 2 p �\ a Y zr fu M w3 W Z S 0 U to J LL. � < ¢ O F T f O O ViYm� zuJ N L�� �a�3 Q Wrr �=�2 Z Z W N 2 z —� CWC ll! o w u LL�H //��\\ 00 O� G Q Q Z <LU LUz k z a O g = Qz Lu rn ,--I a (J) z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. 5.0 Crl s, I c c M 4�b 1 A TYP @ 1 STORY S3 U.N.O. T-10" 2'-10&1" 5'-11�" 5'-0" ■ ■ ■ ■ ■ ■ ■ '■ ■ ■ '■ �................................................................ .... .. ................ ....................... ... ■ ■ ■ ■ ..... _ ._.. .. .... ..................... :----------4----------s---+--------------------1—r-=- — --- t---++-------� r ED I 2'- 50. 41 Cfl SINK / DISP 00 S3 \ FF _ - = ----- - - :: I \ I D.W. j oa I :::::. .. Ili M I{ I N S3 in IL___-_�_------_ ICHASETOISLAND •: -- - —__� _-- _-- o I I I I TYP @1 STORY U.N.O. T PROVIDE 1 Y2" RECESS CJ L - - - - - _ _ _ _ _ _ _ J CJ OPT. ; . -r- eJ CJ ; CJ I STEPS AS REQUIRED FOR SGD. REFER TO KITCHEN ISLAND REF. ; : :::.:............ • •..• . ; ...• ....: ; ; .:: 4 10'-101" PER FIELD I MASON'S SLOPE FOR I �� LOW WALLS _ • .. cq CONQ,ITJONS WIDTH ;n 16-10" I INDICATES FILLED CELL w/ 3 00 PSI ' ' ' , ' .....:.... _ .......:.......... I CONC. GROUT FROM FT. TO BEAM HVAC CHASE . ......::::: :::. :: .. . . W/ (1) #5 REBAR VERT ABOV� SLAB BASED ON S 0'-O" TOP OF CONCJ PAVERT BE 4" :::::::. : ■ . ■ ' ■ 4'-0" 4'-4" 4'-6"0. TYP @ ALL PLACES SHOWN LOCATION BELOW FIN, FLR. HOOKED FTG. DOWELS 5" EMBED "GRADE � PROVIDE V x 9" "G W/ 25" EXT. ABOVE SLAB DE 40 � SLOPE �? I STEEL" I I `� RECESS FOR FRT.�00RI L o 2'-6"x2'-6"X1'-O" I -4^ I S3 " I 25'-101-4:M7" 9'-5& W/ (3) #5 E.W. `n 00 00 I ��� ... .... ........... —-------- . ■ = s CJ CJ \ I K IT — — r o v TYP @ 1 STORY 33 I CC S3 Iop T U.N.O. S3 I 2'-6" x 2'-6" x 1'-01• I I i�`i AHU I VERTICALS wA n ' 04 : • ' • ■ ; I I I 3'-5" FILLED CELL 7-1or W/ (3) #5'S E.W. SLOPE I 0 0o 2'-6"x2'-6"X1'-0" G� I W/ (3) #5 E.W. S3 I OPT. D I -3 1/2" I I I r 5'-3" 1'-10" T-6" O420 Cl) Ci • 3-1/2" MIN 3000 PSI CONC. ' 2'-7 " '4'4*' I SLAB FOR HERNANDO I COUNTY ONLY I J 0o 3-1/2" MIN 2500 PSI CONC ` K S3 I SLAB OVER 6 MIL VISQUEEN I M ! , . I I : ; S3 I I VAPOR BARRIER r 35•-4" 20'-6" ' ■ I BUILDER TO : S I :: PROVIDE 1 (2) #5 REBAR I O,-O" I I APPLIANCE VERTICALS w/ in • 4'-0" 12'-1" ' O PROTECTION FILLED CELL I WHEN REQUIRED --------- --- -- ---------J:- -- PER FBC — -------1 ............................... ........ .............. .... ....._............. .........: ■ ■ ■ ■ ■ 1'4" L 5'-7r 6' A S3 TYP @ 1 STORY U.N.O. 6'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) 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 /8SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH rl SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ` W W • . .. N .._7 d CONTROL JOINT DETAIL SCALE:1 1l2"=14" .;� ; ,• �: :;: #5 CONT REINF. SEE .: • '�_ FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. .... .. ". U.N.O. 4-1 :.:' ;:' ��. �. ""Alternate: The reinf. bars shall be r _; •'; �; ; •'; r ;:;: ,: �'; ,: • �; cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"=V-0" FOUNDATION PLAN a (D �� Z o -0 Z Q J a z Un4)'' (D_ Q) cr) w � p �V — O w (/) C cc t- o in co 00 o m w O 801k „M C' M M C N O 00ILL 00 UN man Qrn in O rnQ6 A1 �.08.:C s sic cV CV Lo r o eo 0 Z N z`v -� J U- M W♦�LL .0., F) W •ES�:m Z 0 r T p r»�t �, ZH is /t"lli►i:l m 1 LL.5 N W a ;z N U N M J uj'�18 �U V m ❑ ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 ON Z 0 - t O > Up) M O M Q � o In z a 'i Ln Q L- L a .. z�. , ci� U O Q E z § Z W CD J � tt 0 �o zg z Q V 5Z8o Ow w S z J d.gxW 2 z O DEB C© WW /!� F-. o Z o a f z z rGz z 4� :D - fo M = F s JQ 0 > O � U ^ v/ fu _ O z w wf o� o d-O �P0 igCD c oo< N 'Zq°zaa Q Z N o�o;�Z Jri fV LiJ "I-0, lL Q 0z< 00 0) Q Z Z ?gz �z o rl g = z J O az rn r'I a Cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. 6.0 1 I 1 IF I q LIII RR'71* 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 1 112" 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 1 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 145 7 -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 1 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8"ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. I 20 10dx1-1/2 J HTT5 4350 3740 518" ANCH. / 26 10dx1-1/2" HTT5 3225 5/8" ANCH. /(28 10dxl-112 K HD B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5W ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I US26 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 111511060" — 8- 10d P HUS96 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 2-114" TITENS LUGT2 1850 1810 (16)1 Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d SPT22 685 1 8 - 10d SP2 1065 605 12 -10d SPT24 1030 12 -10d 645 1 555 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 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) B) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD C 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) 20 SO, PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 02R C ROE —�A)� I¢ COT INTERSECTIONS, SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0"ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP a@ INT. BEARING U.N.O. SCALE: %4"=V-0" I 0 Z o Z Cz V) QD cn LU 0 U — O LU t- o (� U m L LI ? EO t> CM Of (0 M 2 ;0 cc,') O 0 N a) N 0 � u. co O ci?? tti ) Qrn oa 0 rnQo A 1 B Do N`BD` F, �R•e o ,: Z. o M N N Z �? r �Z Wgo 2 cpLL J J LL +.-r W , N � li � J� Z V ¢ a..`, S O ji R,� .9 y m o� °? act' 04 ❑ ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. 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 N O a� 1-4 a--' O > V) M O Q a •L ( Q LL_ Q n C)� U C:j E' Q 00 f13 Z W �Z ;R W, Za Z- f � r �zwo; z zz f L w x . TI 8 u,z z OO ZZ } o ON cc f = D M 43 F- s o 0 a) > ' � O U iz fu JO o M N gr°doa wz WQ Z Z LU Noo Ln wOF a J rl LL! CC LL j LUt� M W G Q Q Z F F ¢Q' z t V' Ln 2 m 0 ^ QZ J = a z uj a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 7.0 II I I I I I !Illl ' III Ill!I 1.A 111 11 ­ II R Ie111.I I. 1!1. II 1 1 1 ' III'JTAIF 119 9111119'111 e'e.I,.1T1_. I I I_:: __ I I I __I 1 _._ __ _i GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 174" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with vertical (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 verticalloci Safe horizontal load - GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY IEnt. ni e� 8F44 1B/1T8F401B/1T 8RF400B/1T 8F321B/1T F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY J¢ i 8F 16- B/1 T p Ih ? tNOMINA1. t QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS cT-P pr (lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3M" 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. ESP I MIN. #t(1) R CI'D (1) REQ'D ALTERNATE POWERS ILEAR STEEL LINTEL ° A a C .M.U. #5 REBAR AT TOP ° A e GROUT MIN. (1) RE O'D ° Q o D G 1-1/2" CLEAR d 4 < O 5 REBAR AT BOTTOM OF = h y I j y i w - 4 ° LINTEL CAVITY U O � um,ci -BOTTOM 8' o Z REINFORCING PROVIDED IN LINTEL 4 c7 ir Zi o 6 o w ,fir^ l i w O 45 OTTC 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) ;o ;° Q Q ; � ¢ a ° ° AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's Specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Untel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O OF 5'-10" LL OD LINTEL PLAN SCALE: %4"=1'-0" 112 0 Z o Z Q J CL Z Vn)' cD Q) cn w O w 1- o w V) 0 0 0Dmn U M w E '€ p -u cmcMn cc :O M c N Oo r- LL 0 -00 C .Y Q 0f a o to O CL ch Q O A 1CeDC B D® ci yoo� coZ". tQ •� N "O ° IJ t , °�� Vim= . f+ Z a QW ..ww c` <1Q0,51. ? m E - � V NO Z � S Q.. -A W Nao16 .to To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z V) 53l^00O t--I M O Q v' - Z a in 'L V_ Q L_ U_ Lf� o" �.- , c oC U a OC) � Q �j � Z M WJ l00 Zz w� Z d f G Y ~ 7d- it it rZ80 L-Z £ J uJ W Z N m0 OZ • T v , Z � U i Zuuy � irL}Z-1 O M Ln 3 ~g ZQ a) z Q U V/ f Q w uJ a0� X vI J 1" O ~ Z'�g a N N � o� Z Z LU1 LP) W �Z , LL Z J �--4 cLLJ G Q 1Q Y Q Q H /�/� W Q Z Z F- <WZ ji z m O rl � Q = `Z rn -r-q a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 8.0 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION, FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) D LOCATIONS H A R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS SUCH S 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 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 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, ITEM 6, 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 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORINCHIES (38 MM) LOAD OF 50 Y2 ZONTAL POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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, ITEMS 10 AND 11 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 1012 AND 1607.7 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 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ed. (2014) AND FLORIDA BUILDING CODE 5th 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. HT F REINFORCED CONCRETE: UNIT WEIGHT 0 0 CED CO C 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1 ST 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 5th ed. (2014), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4. 3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-1-P CONCRETE NOT EXPOSED: 1 �" GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E =1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10, INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 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'J' 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 = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS, CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection andtreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinklersysteins includingg all risers and spray heads shall not be installed vrdhin 1'-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rginf 11 occurs before vapor retarder placement, retreatment Is requiv 9. FRC R318.1.5 - C n rete ove ur nd mortar along the foundation perimeter must be removed �ie�ore extel oror soi treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1;6 - An exterior vertical chemical barrier must be installed after construction is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barter is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a 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. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE - "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = li DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY T REVIEW ALL DRAWINGS BEFORE 0 NGS 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 /". 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. Lola Z M 0 - o z(0 Q 13 J Z (nv) 0 a) cn 4 w � p 0 w � /1 F- o N Mp V l O U m� am M L.0 p U tM cM c lD co C N 000u eo CO C Q rn Lo O rn�o A1 B D® ``"°` .`fp. X0j Q � rn W. O��d, o � � il�0 o 0 N o d zz. �! _ S ILL. W.V a `u_.o n CL - ��3 � f `�� Z0cm�a c�N�cQN� C UM 01 N M O W : V ^, To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z r-4 0 � f\ U0 =)kOO > (n m O Q (n 1`0'v Ln 0- Q v Ln �- F- . ro U Q00 a E� Z WJ CD d' w� zaa <¢ ow W? V O-'W z J 08 Co W I- ?o z z z O Z a fa M > C: cr- U J0 I^7 T-4 V � 8 S d � a N U) Zao� Z Z N Lr) $� 2 u,DI- J *-{ W W F z 0-o0 Eaa 00 Q1 Q Q Z ~ z ¢C Z Z t a� LA g W az o r-4 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. SN IILI I I I 1 CORNER OF HOME GARAGE SIDE N1 10'-0" TANK -LESS W/H H C G O O O 5'-0" STUB -OUT FOR O o o LO GAS METER - 0 o � CV • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) -12" OFF -CENTER GAS CONNECTION DETAIL "*ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS" 2" X 4" @ 16" O.C. 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) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v, 15132" CDX PLYWOOD OR 7/16" OSB IDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + +++ +++ + + + + + ++++++++++++++++++ Z++ ++++++++ +11111111111111MI Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x - 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x - + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x - lumber FILL CELL—N STD. 900 HOOK r— BOND BEAM CD w STD. 90° CONT. #5 HOOK BAR CONT. #5 BAR #5 CONT. FROM NDATION TOHIGHEST III �1�� BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN-��PLYWOOD FLOOR SEE PLAN FOR REQ'D COLUMN AND �i�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 DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min. } Small gap 2�' min. Filler blocking i 1/8" 9aP + i � 2" max. 4 max. Web Stiffener Fastener Schedule - --- � - i Joist Bearing Location Series Depth : End Intermediate — d 2-8d -� x 1C BCI 5000s �- _ -- F � 11-7/8"' 2-8d�_ " 3-�8d� Clinch nails f when �_ __ 14 2-8d-Sd 9-112 _2-8d�__ 2-8d P� s ble BC16000s®IF 11-7/8" 2-8d_ I BCI 6500s®,-14� 2-8d I 3-8d 5-8d 1) Support back of web during nailing to prevent damage to ✓ V - - - -t 16" 7/g°" j 2-gd - 3 8d web -flange connection. , = - BCI 60s® _14 2-8d 5-8d 2) Block solid between joists for full length of span. Tight fit _ 16" 2 8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. ytv 2x4/PI ood/OSB web stiffener 111 7/8" !i 3-16d 2" min. ® 5-18 3-16d- - 5-16d_ 4) Place joists together and nail from each side with 2 rows of 10d nails BCI 90s 4" 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or max 16" . 6-16d 6-16d OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. hi her than 15001b SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 pif max along load bearing wall. ' ' 1 Load bearing walls Load bearing wall must stack F' � . oversquash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check 1 local building �1116" code forappropriate details in One 10d box 1' areas=20 of high or-20 sinker ' lateral load. nail each side at bearing. /Provide adequate bearing for each lapped joist. Squash block 10d nails SECTION INT. BRG. WALL (2x4 minimum) @ Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D (see table below) 311 DO NOT cut, notch or drill flanges 9 BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 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. — • ■ ■i�a �77!77§ 6" A 1YZ ROUND HOLE MAY BE CUT ANYWHERE IN 6" 6" 0 NOT CUT HOLES THE WEB. PROVIDE AT CANTILEVER ROUND IN LARGER HAN 1Y' LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN %' NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %' KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. MUGT15 TYP. 5/8"a THRU BOLT MUGT15 TYP. GIRDER TRUSS r 2X TOP PLATE 2 X B.U.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 /HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) - ��; Nail with 10-10d nails. - - Install tight to top flange. SLEEVE THRU STEM Joist hanger SEE PLAN FOR °• a . • FOUNDATION INFO' '• d' STEM FOUNDATION r— GRADE FillNail with I 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. - lid 1/4"-2" gap— - - Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements il y, -0.6 X Joist depth I -JOISTS BUCKETS N.T.S. REINF. SEE PLAN rvk, unmot 4 rv%, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION ?II�11'i�iiIlii�;ll. —12" BELOW GRADE " CD ' 4-z 0 J LU Q. 19) LLU LU Ln A 10 PLUMBING LINE PVC OR SCH40 SLEEVE I � I WE C SEE FND.PLN. SIZE &REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE q d Q / a d �I . i a'd d � d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE d a' .d • d a' 4, da G d d a _ a d. d • a d •o SEE FND. PLN. SIZE & REINF. U 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUS BOTTOM OR 2x4 BLOCKING 5I8"OR 1/2" HIGH STRENGTH S 0 CHORD W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 (1) ROW 2x BLOCKING @ MID CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. < V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. _ J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z v ' 3/8" MORTAR BETWEEN SHEATHING WI 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" O/C & c E SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR @ 6" MAX FROM END OF 2 x PLATE _ `�" _ 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER P ) LAYER TYPE II (#30) (2) #5 CONT- ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) `' '- `' ELEV. 0'-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF U WWF OR FIBERMESH Alk O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR PITCH >4:12 ° A.F.F. �� @ 24" O.C.) 2 x 6 W1.4 x W1.4 24 O.C. @ " ) 6 x 6 W1.4 x W1.4 2" 0 ° (2) LAYERS TYPE I OR TYPE II s' ° 4 ° WWF OR FIBERMESH WWF OR FIBERMESH (#15 OR #30) UNDERLAYMENT - _ C ° ° ° 4 ° ° ° ELEV. -0'-31/2" �31/2 MIN. " �31/2 MIN. " FOR UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. - o - ° a ° ° a °'° ° ° ° a a ° a a 4 ° ° Q o A.F.F. O . . REQUIREMENTS SEE R905. PRE ENGINEERED WOOD - I a ° ° 2x4 CONT. ° LL ° -� 1/2"(min ll " " • ° . " " TRUSS @ 24" O.C. U.N.O. I _ I - I ° ° ° g I_. ° . d a a. ° ° a o c� D -,� ° ° - � T .-i�1/2 (min.)-4 ° r ° - 12 HURRICANE ANCHOR @ EACH - -I = I I ` ° ° I ° a GARAGE DEPTH VARIES ° lit- - I - (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8 ° �r METAL PL. UNDER EA. TRUSS ° a Q n 11 - - MOISTURE BARRIER T (2) #5 CONT. 4„ 11'-4" ' 8" (2) #5 CONT. 4N T-46 I "' TYPICAL INTERIOR BEARING U.N.O. MIN. INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG""`�GARAGE SLAB AT STEP B U.N.O. TYPICAL BEARING WALL MIN. STEP SHEARWALLK"C� TYPICAL BEARING WALL @ STEP K"CC NAILING SCHEDULE ON SHT. „_ ,- „ SEE TYP. WALL SECTION SCALE: 3/4 -1 0 S3 11_ 1_ " SCALE: 3/4 -1 0 S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 SN1 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. ALUMINUM DRIP STRENGTH CEILING EDGE sic BOARD PER CODE (OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING e cs 1\Eo GYP. TYPE "X" @GARAGE NAILED W/ 8d COMMON NAILS @ 4" O/C W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES 6" O/C EDGES AND 12" O/C FIELD. ABOVE) W/DRYWALL SCREWS @ 7" O.C. EE SOFFIT SHEET 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. N��"�NS 1 ROW 2x BLOCKING MID HGT. () CEILING & 8" O.C. WALLS LOAD BEARING OR EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C f cod @ FOR WALL HGT. _< 8'-6". (2) ROWS INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN NOTE: 2x BLOCKING @ 3rd PTS FOR SEE SECTION C/S3 FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR CIr 4 LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR @ PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8"" EXPANSION BOLT @24 " O.C. STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON WALL SEE GG/S3 ) x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) *USP SPT22 TYP. (6) 1/4"x3 1/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = it 2x P.T. PLATE FIBERMESH 1 WEEP SCREED INSTALLED BAR N END OF 2" x PLATE WWF OR FIBERMESH •= _ ARCHITECTURAL T ASSUMED FINISHED .. c PER MANUF. o #3 OR #4 REINFORCING BAR ° ° e . _ m . . _ FINISH 1x2 PT WD FURRING @ 24 O.C. GRADE = _ , p o z �.,i GRADE 40 MIN. F - 40ksi � #3 & #4 LAP SPLICE r a " (1) #5 VERT. IN FILL MONO OR STEMWALL Z - cTn - o o FINISH GRADE 00 25"MIN. LAP [30" MIN. LAP] (GRADE 60 MIN. Fy= 60ksi] a g - I . 1/2 GYPSUM WALLBOARD CELLS (SEE ° FOOTING MONO SHOWN P 1> _ I I I771= w P U.N.O. FOUNDATION PLAN ° D ° FOR CLARITY ° _ _ °O 6 MIL VAPOR BARRIER P o I A. ° - - 00 w R 1 7/8" FOR LOCATIONS) ° = D D ° D =III -III -III III=i I = N z #5 REINFORCING BAR 1x4 P.T. BASE NAILER p. ° III I=III -III=III=III= ? I ° - - '' #5 LAP SPLICE (2) #5 CONT. - 31/4" BASEBOARD 4'x4 INSPECTION PORT AT EACH NOTE: ° D� ° p . = g 1-III-III=1 *FOR BEARING WALL =III I -III -III= -III= 1- N '- COMP. SOIL. (COMPACTED TO o r 36" MIN. LAP [36" MIN. LAP] ON 3" CHAIRS (TYP,) 8" 1'-4" 8" FILLED CELL TYPICAL =III=III=III=III=III= W/ UPLIFT ONLY _ _ _ _ _ - - - _ _ _ _ ° ' 95 � MODIFIED PROCTOR ASTM I 10" MIN. 2500 PSI CONC. SLAB MIN PSI MAY VARY PER AT GARAGE CONTRACTOR cn TO CUT BLOCK OR POUR III III=III=1 III=1 =III=III=III= 1=III=1 = - = 1 =1 -I 1=1 -I =1 -I 1-1 1=1 1=1 I-III=III-1 -iii- ! !=I 1-1 1=1 L-I 1=1 1=1 1-i-1 1=III=1 .I ! - - 1=1 I- - i- I_ D1557) , , ,, 4" 114" , , #6 REINFORCING BAR #5 STD. 90 HO )K MUNICIPALITY. L-1 � "'-"'- ' - "-" #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE �-� � CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT(*G WlAXW1.4 WWF OR FIBERMESH" DECO FINISH 4" to 6" BELOW GRADE 11_ 1_ " SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. N °0 = Z VAR( 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 _ ° o0 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N . 6 MIL VAPOR > - + z �- min. 411 10d NAILS TO TRUSS TOP CHORD FOR TRUSS r M BARRIER , u i • • = ° v ° GRADE SEE PLAN AT 24" O.C. MAX. FOR CONNECTION INFO ° COMP. SOIL. ° T _ * - TOP OF BEAM IV &LAYOUT DESIGN ° (COMPACTED TO 95% _ -1 #5 REBAR w/OPT. SEE ROOF PLAN - _° a a co c °:: MODIFIED PROCTOR-99;9 ASTM D1557)W ' I () - -_ RE N NCLOSURE _ FOR STRUCTURAL ,-I �- �' - 3" MIN. CLR. �II I- � BEAM SIZE & '.+ N � T � (2) #5 REBAR CONT. 4' "8"" alaP.T. I. CONNECTION INFO c� .•, .' , ON 3" CHAIRS TYP. 4" 1'-4" STD. go HOOK(SEE MIN. s PI„� oss I .8 U.N.O. DETAIL) 2x4 #2 SYP P.T. FRAMING w/ - ' I81' TYPICAL WALL SECTION rT� TYPICAL THICKENED SLAB EDGE rL COLUMN LOCATION MIN 7/16" O.S.B. SHEATHING Z ATTACHED PER NAILING SEE A/S3/J/S6 + FOR REINF. INFO. O SCALE: 3/4" = V-0" S3 SCALE: 3/4"=1'-0" S3 � SCHEDULE OPTION #1 w 1/2" GYP. BD. Q > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > w SLAB INFORMATION. 2" HOLD GYP. BD. K�M� 1/2" FROM SLAB o SLAB STEP & RECESS S.G.D. 1 11 CONT. BEAD SEALANT 0 -0 zi SEE FLOOR PLAN FOR OPT: DEPRESS SLAB 5Y2" DEEP SCALE: 3/4"=V-0" S3 AND 6" BEYOND DOOR TO a ¢ STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND ° a . INTERIOR 2X STUDS @ 24" O.C. U.N.O. a & BASE CONNECTION INFO. MASONRY WALL AND CONCRETE SLAB EXPANSION JOINT ^ ° a ` 31/2" - SECURE 2x4 P.T. BTM. PLATE 14„ O.H.D. RECESS 13' O.H.D. RECESS E a GARAGE w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING PAVERS q z - N CONCRETE NAILS W 1 1/2 fl 1/2 GYPSUM WALLBOARD U.N.O. O.C. " 8 MASONRY WALL ., EXTEND FILL CELLS c = Cl) EMBEDMENT 12" O.C. @ W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN E _ TO FOUNDATION PAD ,,. . • . ' ' ' f �' ^� ' .- . ' . ` ••� . . •. " ' STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. iv v e. • -' �. ' -rr PLATE TO CONCRETE " ON FLOOR PLAN M - - •".'•� _ •"' •' (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, = Z GRADE- a .' .• : ' 4" oo - _ f.• '' I " °Q TENSION 120#) CONCRETE SLAB E _ cr SIZE VARIES PER PLAN _ a T- '� •- 6 x 6 W1.4 x W1.4 iv )� w/ MIN. (2) #5 VERTICALS w ' =1 I ° '.: ' •, ::' - '-:. ' •,' :�' c WWF OR FIBERMESH=III=III=III=I ° M � FILLED SOLID III=III= =III v a o •Ir _ - _ i� v - - = ___ a ��=I BRICK PAVERS or SLAB PER =III= F- W o w cn w-III I -III -III Z o o = - - ! « �. °• Z ♦♦'.' SEE A/S3 OR J/S6 - ; ' . SEE A/S3 OR J/S6 r _ _ _ �'_- _ ° ° 0'-0" FIN. FLR. _ COMMUNITY SPECS - - - = 1= = I -1 I 9 I I- I I I I II--= l l= =III= I I= III= -! I= OOTING v - - - M 6 MIL VAPOR -__! '� =1 = = _- - - - - �' = =III-1 I-III=1=1 1=1 I FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3" MIN. CLEARANCE BARRIER =III=1 =!=III=-=' BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 STORY) -III III III III=! -111- f ,LI �- : ; ' + _•r. ; - !_!! 11= -' - PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STOR ` V-8" 2 STR 11 " 4 4 ♦h4 ,� • SEE FOUNDATION • (SEE SCHEDULE) FOOTING WIDTH , .' .. ,�. CONC. PAD INFO. SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING rCD`12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"-tom SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. 'a V z Cl) z� z Q E3 J z V) a) U w 0 •U - 0 w Of f- o v, Mo Vi o U m� M i F- E O f0`C V M N T���!I = N N U O l.L O a0 SO 17,11 � Y ) Lr) O Q rn rnQ o B Dm A 4" N_ t9 Ilfl o o' , 0 z z tp, i1N'i - W C L LL LU b 0. O K a AS a r�] LL W-7 b a� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. 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 [V O a-J r� C:) > �-` � cv Ln � O n Q LL Ln a re) Q U a" z E J C:) LU d' J oz ce za Wa J �0Uo I- 0�z W CC x � c, r-I J W N �w0 Z Z Q fz O M z � o z > _ O f a Z J W W o o M J V-4 = O gag ��7�Q X O U a0 m a 00- N LL z�� Q WXO Z z W Ll) W� G Q W Q z Q 0 O W 8 O Y a CC z /y� 00 rn Z az Ln z O g = SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. S3 (MONO) 1 .- 1 _ _ 11 1, t In �. r•.� rty � .. I 1 1— _ I 1 — _ \TYP) SEE ELEV. I USP SPT24 @ EA. STUD (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 It 2x DEAD WOOD @ MID POINT w/ (3)12d DOUBLE 2x TOP TONEAILS SPACED EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT — BLOCK Wi (1) #5 DOUL B E 2 4 SPF #2 x 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 CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C =_= EDGES & 8" O/C FIELD - - USP SPT22 @ EA. STUD BLOCKING (TYP.) 2x P.T. PLATE OOF TRUSS 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC, FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL rF l 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT 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 DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. �,14 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW NOTCH LINTEL WHERE REQUIRED 7 FOR CONCRETE PLACEMENT / e $ d 8" STD. 90 HOOK 811 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. SL� WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD 1/2"X9 1/2" PLYWOOD—\ BLOCK WALL ABOVE. SCRAP MATERIAL J J f r W r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) FOR CLARITY SEE DETAIL MOUNTING BASE SHOWN IN POSITION K/S4 GARAGE ENTRY FORM DETAIL SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR— TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERALNOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL ° SCALE: N.T.S. d -SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING, PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL EXTERIOR WALL 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. St� SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -�. VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END ° WALL W 0 ° a° DOOR STOP ° d Q MOLDING s Z Q I— 0- d 2x TOP PLATE r- N GARAG 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. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. DOOR TRACK REINF. INFO. PLATE TO CONCRETE W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS a d FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 Sic 'etD01V 9N 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1Y2"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x —� CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'- 4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 1" GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '--2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/; ** HOLD DOWN CONNECTIONS Op�00,4 NOT REQUIRED @ BEARING FtiiN� WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 -USP SPT4 SPT24 us 2X STUDS @ 24" O.C. 0 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL G d° d. P.T. ATE USP — 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 USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING C O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 > . NAILS TOTAL) EA. SIDE OF • 48qSPLICE STAGGERED • N. c . ' 1 Od @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ IAI 16d TOENAILS TOY6PPLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBSUSP •7 USP SPT4-]SPT24 C SP SPT4 2X TOP PLATE �\119 1._ _.1 1 N1P1___OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL d d USP SPT24 NAILED INTO TRANSOM FRAMING SPT22 SP SPT4 a I_I.6 INTO 10d NAILS @ 6" FRAMING TRANSOM STAGGERED io SP SPT22 {JSP SPT4 USP SPT4 -BOLTS @ 24" O.C. MAX 2X P.T. PLATE 2X8 P.T. BOTTOM P TE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) TRUSS ABOVE i 2X BLOCKING ---(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL SPT4 C /-10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. L PLYWOOD PLYWOOD FASTENED TO TRUSSES 10 E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES n & 8" O/C FIELD SPT4 2X8 P.T. BOTTOM PLATE D 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o MAX. (MIN. (2) PER BOTTOM PLATE) o ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rRR SCALE: N.T.S. CO �_ z r> — o Z c0 z Q Cz Z Q) cn 4-J w 0 LU IL C � C6 o p m n LU E M C tti Cl) m v ch LL CO 0cc c.o O Y Q 07 u7 ov M Q 0 A1 B D. N`B°` ,..N N yy� °gyp � oa I.A . N � o _ IIi- W aa••w - W VQ'"o Z 0acf)M.:3 ILIza ° a W Cl) N M OD 0 In D, To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 CD O Z N 0 � � j � C:)�-+ cn M O Q � M Ln C L Q LL z Q V Q 00 z 3j E Z WJ C:) d- 0, w� Za E ¢ o280 YOB owz J I," o� 2 = r O T..� z In 3 o > U cn fu Cl) W Lu ^— Q '.4 O Qo�do'ad IgS 2m� rj w a �oWz� � Q Z N a�o Z LU J Ln �•-{ W a -, S Lij 2:Q Wo < ¢ 00 Ol I� Q Z Z ¢LJz a Z o "I g LU ! O SCALE : AS NOTED DATE : 2/24/2014 TECH: M]AMES VERSION N0. 10 SHEET NO. S4 _LL I _ 111 SP HGAM10 W/ (4) 4"x1-3/4" WEDGE OLTS & (4) SDS 114 1 1/2" SCREWS SEE STRUCTURAL SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C.7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2x4 "" O.C. (OPTIONAL - SEE BLOCKING FORx WI, OUTLOOKER ELEVATIONS) FIRST FOUR @ 24" O.C. SEE STRUCTURAL — ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4 MAX. EA. OUTLOOKER SCHEDULE FOR EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID OF TRUSSES @EDGES SHEATHING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER SYP#2 "L" BRACE TO EXTEND @ LEAST 90% OF USP 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT APPROX. 8" FROM 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ AT LEAST 90°k OF WEB @ 8'-0" 0/C. 2x4 CROSS BRACE WEB LENGTH & NOTCH @ ; SPT4 @ EA. EACH JOINT W/ (2)10d & (2) RIDGE FASTENED AT EACH EACH JOINT W/ (2) JOINT2) EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & 10d TOE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING — --� ATTACHED W/ 10d EA. END BLOCKING : 1/2" CDX PLYWOOD OR 7/16' @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS 7 ATTACHED W/ 10d NAILS (2) 16d NAILS BOTTOM ATTACHED INTO 2"x6" P.T. PLATE 2"x4"LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH L BRACE HERE " " OF TRUSSES FROM EA. END 2x4 "T' ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM PLATE SPLICES W/ 3/16"x2" PLATE WASHER USP HTA20 EA. TRUSS @ @ O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT VERT. WEB MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 1 2 SECTION LL WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 EFER TO DETAIL J N SEE STRUCTURAL — IN SHEET S5 FOR NOTES AND NAILING BRACING, AND TOP N SCHEDULE FOR HORD BLOCKING JFORMATION t° °° SHEATHING DETAIL 2"x4" CROSS BRACE VOOD TRUSSES lio ;° APPROX. 8" FROM RIDGE FASTENED AT x4 RAT RUN BRACING EACH JOINT W/ (2) ,T 24" O.C. ON TOP OF 10d & (2)10d TOE OTT. CHORD FOR 4 NAILS @ EA. END RUSS SPANS ,TTACHED W/ 2 -16d 2x4 PANEL BLOCKING FI 48" ,T 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 FOR THE OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 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 TRUSSES FROM EA. )/C W/ 2 -16d END TYP. TOP & 'OENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS IASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S'J 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x ,ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR 10dx3" 0/C @ WOOD TRUSSES OCATIONS) 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT /- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. SrJ 1 GABLE TRUSS 5b "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. 8d @ 6"O/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) 0 z BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C --,\,"—MOISTURE BARRIER BOND BEAM MASONRY WALL BACKNAIL WI (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND • AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS IF2x4 -r ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" D.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T' BLOCKING 2x4 BLOCKING @ 48" O.C. WL BRACE ATTACHED 16d NAIL / 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE J FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. S5 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 -, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. II ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 74" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0"- 6'-0" 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED ' (2)16d NAILS W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD r. JACK TRUSS SEE PLAN FOR CONNECTION 2x4'T' ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS L IT - SECTION g T SCALE: N.T.S. SrJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. Srj "L" BRACE W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) __......_._...... .,,., ....�.,,.., ., @EACH STUD GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ 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 UIU.) z Ch z z Q Q) J z V) C (1) C -/) 'J-J L U 0 •U — O `-" � ^ r o N V 1 U 00 m� LU p U a)M N M � N O O 00 = LL 00 U°°)i COo-o p Y Q rn Lo "t 0 o A' B Do uc" sc � ray,o lmt7 g o. � C Goo Z. � . Z M �, �n LL. wr a _j uv Q ri � �. 20. (,� 4 � IL W: 4(t Lc, To the best of the Engineer's knodjeQ�f�i`RiaFtlun, and belief, the structural plans and speaficat4ions contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. 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 N 5)"O > M O M j fu L n Q -a •L C � Q LL- CL U a 0 O Q z ~ W J0 oZ o uo z aej f� }7d.a oz�0 cl, zwwEg z z (Do J w w N z z 0 T v ' _ +, V z Q � Z rl J �LU M w3 p > 0 U (1� Q Z'ow U_ CCo b°adoa w � Qfo r*4 $ z a d o J Ln L-- G Q C Q z �oz 18zo w a w F F- Cc z M 00 0) k ^ Z aN Ln z o �-1 g = az a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 2v0 SHEET NO. S5 —L 3 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( —1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION MAX. 8" DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 FOR CONN. DETAILS 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X PLATE 8d 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND FIELD BOTTOM W/ @ O.C.,, ROWS STAGGERED 4" 3-1/4" LONG X 3/16"m FURRING TAPCONS p m' J 12" O.C. TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO2x 1X8 BAND JOIST W/ FACE NAIL 1 d PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 3 �� DETAIL STD. 90" ` D. 90° HOOK (TYP.) @TOP & BTTM CHORD, AND (8j 1x4 P.T. & 1 x8 P.T. 1 x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1 Od @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE „ 1X4 P.T. NOTE: O.C. & 4 FROM 3l16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2' DRYWALL or LAP SHEATHING TO DOOR JAMB (REFER EACH END W/MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( ` BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 J FURRING 2X8 P.T. WITH 3/16"0 X 3" ' t2" NOTC @ FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS INTO BAND "4 LONG TAPCONS 2X8 P T 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. \-NOTCHWEBATTHE JOIST & 3/R16"x1S--3/4" WEDGE 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5A F RST 2 COURSES ' ` BOLTS INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A.A =1890 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID w/GRouT ,r 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 3 1/4"TAPCONS USP RT16M W/ (8) NA11 NAILS & (6)" x 24" BLOCK HEADER ARCH BLKG. &BUCK TAPCONS ...: 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1? NAILS AND Sd NAILS AT 8" O.C. AT BUCK BOLTS [ (1) STRAP =1225 # ..: . 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE INSIDE TO ALLOW FOR INSULATION , (2) STRAPS 24DOG#1) BRACE(S) 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. .' SCRIBE (NOTCH) FACE OF ARCH W/ (3)1 Od NAILS OVERRAN BACKSIDE TO FIT ARCH (4) 1Od NAILS INTO 2 x 8 AT EA, END RETROFIT TRUSS DETAIL �. '.. . CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO\_2x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB ARCH FACES W (4)1Od NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN 4. __r4 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 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'h" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4 MAX. RAID. SCREWS @ 16" O.C. MAX. OR IF MASONRY x0 (2)10d NAILS @ 8" O.C. �FRygN TO TRUSS TOP CHORD ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + CF�QTy PLYWOOD SHEATHING 11-e11 51-011 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO QR 2 x 8 BUCK - CONNECT TO BLOCK SECTION LOCKING AS + + BREQUIRED ° WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. B.B ROOF SHEATHING ATTACHED + ► EMBEDMENT INTO ) /4" MAX " �� PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° ` . • . ► ►. #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2.0 8 5 -12d NAILS () + + ► ►• " D ° �' ° ► . •, CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP R T3A 2X4 SYP • . EACH TRUSS ► ° . _ _ ► •� : ' KNOCKOUT / N _ ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 10d PROVIDE 2x CONNECTOR '�� ° PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. CONT. W/ (3) MONO FOOTING ►° .o e SIZE AND REINF. PER PLAN - VERT. BRACES WHEN HGT. OF TAPCON AT FA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS I BRACE EXCEEDS 24° 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 °. 2 x 8 VERT. BRACES () INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT 6 z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL °•'., °ffTANDARD c BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4'/:" WOOD FOR OVER HANG FILLED CELL . • � ` • � • • � •- • • � • �� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") _. �. •, V _ t •, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" •; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ANCHOR INTO ARCH BLKG. A 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" = V-0" SS SCALE: 3/4" = V-0° SS SECTION DETAILS SCALE: 3(4" = T-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER () STUDS & 1 - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. THREAD ROD EPDXIED W/ #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 a. PANEL PER ANCHOR) g OCCURS TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. a z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 61.0" 5" EMBEDMENT & 3" MIN. 0 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP w w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °.; , ; o w a REINFORCING AS FOLLOWS: ';:: SEALANT � a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. :^_, t 5X6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. �` `',".. '�• 6"MIN. LAP SPLICE W/ — � .►' . ' o v z — a EXISTING FOOTING 2-#5X6 IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° .: CO N FILLED CELL SMOOTH. DO NO FURROW. I DRILL 3/4"X6" MIN, HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT _' GRADE o. ► - `. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. ''{ .'. ;-• ;'?`''" 6r� 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. D \'a TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° . ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN.of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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' zM® o _ Z CO z Q13 J a z V) U (1) 0 LU ry o Mo (>� U o Far- M SvA-3 Of`O U 4, ;O co N 0 U _O -he Qm CL o O <o '� B D. �` � it • LI. AtN W V -a' C °a #� & LL :x:L:Sw To the best of the Engineer's knowledge; I&Mon', and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. if O O Z �`► O a) r, O `�5 � M O av•�� CC U a 00, Q ..-' § E Z CD J tOo W jRR W — z ;Q f Q ow Zoo 005 0WZ J JJ 2 f w 8 LL "o-© Zo >a /h V z a3 S o � > 1 U fu J J Q W �pz O ILIV ���� a N Z � o _� Z N aoLZ $o� � Z W (V Ln a E ¢� J .-i W Q o5 Z U s¢� 00 0N Q z Z k ^ �...� z z a" Z m o ^ g w ULLI aU) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. SS I.I I to I I I i n 1 1 1 1 1 1 1 1 1 11 _� I 1 1 1 If 1111 wg_ ._ 11111 1- - -- l 1 1 _ as _ _ 1 I 111 �_ 11 _ r CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = 1'-0" TRUSS NOTES: FRAMED RIDGE CON1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED MAY B (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS--� COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. --\ A CB w c- I mm %W r r r w W W v v "u TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. - 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) -10d X 1 1/2" EACH \.) I-1-1 * Ffl 14 TB M2 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. -V-= ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) 121 PROVIDE 2X4 MIN. BLOCKING AT CL OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �7A TRUSS (2) 12D NAILS —I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1/2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) USP LSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER HIP G.T USP HLA Will- BUCK SEE ROOF PLAN FI MORE IN (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRIG. TYPIC. WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 SCALE: 1/2" = V-0" SEE PLAN FOR CANT. SEE FLOOR PLAN FOR — I COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT rA SEE ROOF PLAN_\ FOR BEAM SIZE & SCALE: 3/4"=1'-0" BM. SPLICE OVER CONNECTION INFO. CENTER OF POST A A SEE PLAN FOR /-6, 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 @w ENTRY FRONT WALL s SCALE: 1/2" = V-0" 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL 2x8 #2 SPF RIDGE BEAM AT OOD MAX-0n T/RUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR CANT. GATED USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 SEE FLOOR FRAMING ADDITIONAL INFO. TRUSS TO LEDGER 2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) T & B CHORD STEEL OR WOOD 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE BEARING SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN INTO END OF EACH FLOOR FOR LOCATION AND TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE EACH SIDE OF G.T. INSTALL SEE 2/132 FOR BLOCKING A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION (4) NAILS EACH SIDE) INFO) DETAIL @ INTERIOR BEARING 3 5" PLAN FOR MORE INFO MASONRY WALL (TYPICAL) VA SCALE: 1/2" = V-0" COMMON BM. ATTACHMENT rl g WOOD TRUSS APROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-0" SECTION AT LOW ROOF SUPPORT WHERE TRUSS DEPTH EXCEEDS g TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2" = V-0" SCALE: 1 /2"=1'-0" OIL VARIES ��r� >>�,-z= sr T ROOF SHEATHING SEE 1/S5 FOR W/ USPDP6O.C. T 2@ ATTACHED PER ADDITIONAL SEE PLAN FOR BASE & SPT24 @ TOP @ EXTERIOR SHEATHING NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS 2x4 #2 SPF BRACING INFO. 4" O.C. INFO. 2x BLOCKING BETWEEN — 16" O.C. W/ (4) 12d �� COMMON TRUSSES. ATTACHED PER � I I STUDS TOENAILS EACH/END TOENAILS TO TOP —� ��� SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE ( BETWEEN TRUSSES (2) STRUCTURAL SHEATHING NAILS TO TRUSS SPF TOP INFORMATION. J/S6 FOR MORE 12d NAILS TO EACH ATTACHED PER NAILING BOTTOM CHORD PLATE INFO. GABL LOW ROOF/WALL VERTIVAL STUD) TRUSS SCHEDULE SHEATHING ATTACHED 2x BASE PLATE W/ (2) 12d N PER NAILING SCHEDULE �- NAILS 16" O.C. ALONG W/ VARIES SEE PLAN ^ 2x4 BASE PLATE W/ @ VARIES W/ FOR WALL LOCATION USP LSTA30 OR 1/2" PLYWOOD -i _f USP MTW12 TO BLOCKING ROOF SLOPE _ - MTW12 TO FLOOR (2) 16d NAILS TO 1 y l BELOW @ 16" O.C. I GIRDER BELOW @ 16" EACH COMMON 1 WOOD WALL _ OR TRUSS. 2X4 CONT. W/ 2 16 O.C. W/ EXTERIOR @ TRUSS/ FRAMING - y i O MIEN. 2x4 #2 SPF STUDS - O.C. TYP TOP &BOTTOM 1 SEE PLAN 16d COMMONS � � f NAILS EACH SHEATHING ATTACHED r7PLYWOOD PER NAILING SCHEDULE & STUD TYP. T&B @ - (3) 12d TOENAILS TO -� a.. HTA 6 @ 4 0/" O.C. TO GABLE FLOORING TRUSS OR SEE PLAN FOR * PLATE BELOW-- - _ MASONRY WALL TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE g SEE TRUSS PLAN a TRUSS MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER (2) 2x6 BLOCKING UNDER W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR COMMON TRUSS LOW ROOF TRUSS W/ FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION a SEE ROOF PLAN RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. SECTION @FLOOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY g CONNECTIONK22SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS --] 0� zo —0 z to z Q J a Q) cn w O LU I^ E o r- � o mn 04 M 00 LJJ E — coi M m O M C N O o co - LL N U N Q rn (0 m o Lo 0 v �i<0 A1 B �Bo.c f *� /r I C>CN N .n0 Z* T, 00 J � Z ' 0 �g N. .6 Laua - /�� Z CD v, 4,14 �1. Een W�Cat _ Cal in inN , To the best -qpe Erigiti*,® S IM&Qge, i(k�svination, and belief, the structyrpy p ans and spec�'f{�ns contained within these drawirij Ai id1l,Addtii'tHe Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O aJ > O M Q "v Lr� o- V) L Q "u-Ln a U Q, 00 z Q E `. z Z J � W 0 W� za z� f >~ ({��o�0 Zoo lS-0wg C7L:)I Lu wZ J J T� d- C/) �Lu W,N mow° 0 Z O zo Q z E ,--�i L z ;v M U w S 1 W J W kPo Q 58 �iriaa N 0 z��� W C ` z j Q �o H. Z LU N Ln Iii ¢ 0 J T W Q 0QQ 00 Q Z Z a1Z aLn o ��L ^ g = .J Z az r-, a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 2mO SHEET NO. D1 WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING -y 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 & IARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN --�, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 z SELF -ADHERED FLASHING M 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN 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-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER NEEDED IN CORNERS MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING ■ SELF -ADHERED FLASHING 090MI"960 FOUNDATION WEEP SCREED DECK JOIST OUTSIDE CORNER 0 SCORED RELEASE PAPER �17 (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0, 1O Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 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 R703.1 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. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater 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 asOin 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 comer 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 m NOT USED ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing _Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all CD _2 Z M - o z(0 z Q J z cr) 0 Q) C q)m w p "U - O w C I- E o ,tomco CO v , �- O a �m U LI-I a, M C co M co 4f.2 F- E �rz};'� W` m o N YLGo Of0)too0 0 Qrn rn v rnQo A 1 196.V*1 eDC .� rat r N �N_p r�A E8 � cq - oco t7 y °' 0 _L�Z in 11 z z I%ZLU tZ I. 8 7 E W W 44 u is d a- LLI a W�dC°LL0 Z CA V < CL Z �y aN CD ILzWm� 04 Ir- W N a 000 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z 0 O a0-4 ) I� I> -I to M CDM Q U1 CO Ln Z 12 Ln 0 n QLJ LL Ln CL M Q� U� C. 00 � a Z WJ CD tF- oZ 2 w0 Z Qa f O �owz 2 fui ui C'n 65 W N m Z Z Z W Z a X T�0 5 D ro M LL 0 w3 2:S ; U 0 (!) _� a W uLu Q LL aR� Q C N �2M-5 g°doa <Qa Q Z N ~�fo $°_;EW Z J � c [off� Z o ILX4 � /y� W 01 G Q Q Z W~° Q � Z k .--I z a Z z o g = Z <Lu r, .-I a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. WP LISP Stock No. A3 Florida Statewide Product Approval No FL17244.1 EvalUation Report Basis ESR-3455 Simpson Stock No. A23 Florida Statewide Prodtict Approval No. FL10446.2 Evaluation Report Basis ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAMIOKT FL17699.1 Evaluation Report HGAM10KT FL11470A SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL 17219.2 ER-0200 HTS 16 F L10456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FLI0456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTT131 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LM31 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 1`07240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 HI FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL70456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 RT7A FL17236.11 ESR3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 TH028-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThernaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf TherrmaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThernaTru Fiber Classic / Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode 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 FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 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 Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FLIB45.1 N/A Weyerhaeuser Engineered lumber -TJI FL1630.1-FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 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 Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450.1 N/A Powers Steel, Inc. P.werBOX8 Lintels FL11383.1 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 approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE CD 0 �. L N L Q O CU C (Q O C6 ch C O = a) CU O O 6-0 CUy- U_ CU > M E w ICU_ ''C^U z Cn CC CL O S� U O L Aaaaaaif U ICU m I- O L CIO W Q W z J z Q J SHEET NO. PA 1.0 L L CJL O I.Z Q CU Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 +- � � Building Codes and Standards ,/srzo17 Building Codes and Standards 1/9/2017 Co -- Department of Business & Professional Regulation Page 1 of 2 - CD V Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/9/2017 C =Q.L FL#15000-R2 Product Approval Application Detail 0 I_ 0 FL#1S22S R3 O Code Ent or Date Date Date Pend Ina Date Versio Manufacturer Entity or Contact Engineer & License Validated By j o Validated I0 gate Pendina Approval D� FL#13332-R3 Products � Q � �I- j Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status IYB3 Submitted FBC Anoroved Status Q Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/1312015 07/OSl2015 Approved Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08119/2015 Approved Quality Assurance Approved for Use Approved for Use Impact _� Desl n O Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-6555 Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767-6555 Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure L (U Subcategory: Swinging Exterior Door Assemblies r'ickvv@rwbldgconsultants. Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12/31/2017 No Yes No NIA cn Q CU Compliance Method: Certification Mark or Listing com Compliance Method: Evaluation Report from a com X0, XX uot;x98& uot; 96&q q � (U �+� -0-0 Q Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12/31/2017 No Yes No NIA FL#15225-R3 Products Professional Engineer 143&quot;x96&quot; Quality Assurance Approved for Use Approved for Use Impact Design 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12/31/2017 No Yes No N/A Sea # Product Model. Number or Name Product Description Contract Exoiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15000-R2 Products 8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ot; SERIES 430/440 ALUMINUM SGD XXX 12/3112017 No Yes No N/A 5 e. &quot;Smooth-Star&quota and &quot;Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No NIA Quality Assurance Approved for Use Approved for Use Impact Design 143&quot;x80&quot; NON -REINFORCED Therma-Tru&quot and without Sidelites. Inswing and Outswing Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 9 SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No N/A 6 f. &quot;Premium Series&quot;, &quot;Construction 618 and 810 Opaque and Glazed Steel Door with 12/31/2021 No Yes No N/A 1 a. &quot;Fiber-Classic&quota or &quot;Smooth •Star&quct; 6&#39;8 &quot;Non- Impact&quot; Opaque Fiberglass 12/31/2018 Yes Yes No N/A XXX 143&quot;x96&quot; Series&quot, and &quot;Benchmark by Therma-Tru&quota Transoms. With and without Sidelites. Inswing and Door with &amp; without Sidelite(s) - Outswing (X, OX with Transoms Outswing or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/1017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9rz017 FL#15279-R4 Building Codes and Standards 1n0rz017 Product Approval Application Detail Code Entity or gig 29e Date Pend Ina gate Product Approval Application Detail Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval 622-WO Status FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield I ntertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 Approved FL#11537 R8 240 Entity or jjgtg pgjg Date Pend Ina Category: Exterior Doors 7 Inc. (513) 519-6566 Code Entity or I�ag Date Pend Ina jig Iypg Versio Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Subcategory: Sectional Exterior Door Assemblies mvm mvmsterfield@clopay.com mwesterfield@clopay.com Tvpe Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Submitted Anoroved Status Revision 2014 MI Windows and Doors Brent Sibirger Luis Roberto Lomas Steven M. Urich, PE 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved Compliance Method: Certification Mark or Listing Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Ted Berman, PE 07/21/2015 07/21/2015 07127/2015 Approved Category: Windows Subcategory: Single Hung (717) 365-3300 PE-62514 (717) 317.8454 bsitlinger@miwd.com FL#15279-R4 Products Category: Exterior Doors (641) 423-1334 (305) 868-4707 Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Desgn SubCategory Exterior Door Components Compliance Method: Certification Mark or Listing nelson.kraschel@doorgro up.com Florida Registered Architect or a Licensed Florida Professional Engineer Sag # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F151: 84A, 94, 73, 75, 1500, 190, 76. Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSF/•32 FL#11537-R6 Products FL#15217-R4 Products 76V, 4RST, 4RSF, 6RST, SRSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174; W5 Garage Door PSF Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Deslon 42B, SSS, GDSS, GDSSV, GR5S, GRSSV, AR5S, ARSSV, Sao # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure ED5S, EDSSV 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Lowered single and pairs of 12/31/2017 Yes Yes Yes NIA 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12/3l/2017 No Yes No NIA 53 053 W5-16 PAN-217153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (92' to 160" 05/21/2028 No Yes No +30 PSF/-30 2 M, CM, and G Series Frames hollow metal doors. Three sided and four sided single and pairs of 12/31/2017 Yes Yes Yes N/A 5 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No No Yes Yes No No N/A NIA 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 1213112017 No Yes No NIA GDSSV, GR5S, GRSSV, AR5S, ARSSV, ED5S, ED5SV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 W6-09 PAN-2F153: 73, 75, 84A, 94, 42, 48, 428, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'(Y" wide) 05/21/2028 No Yes No +38 PSF/42 9 SERIES GA 195 ALUMINUM TWIN SH IMPACT SERIES GA 195 ALUMINUM TWIN SH NI 12/31/2017 No Yes No WA 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174; W6 Garage Door PSF CONTINUOUS HEAD AND SILL 881/8X72 102 102 W6-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 428, 48B, Steel Pan (min. 25 ga.) Double -Car (92' to 16'2" 05/21/2028 No Yes No +37 PSF/-41 4RST, 6RST, GDSS, GR5S, AR5S, ED5S wide) WINDCODE&#174; W6 Garage Door PSF Cn Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9rz017 Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 O Product Approval Application Detail Building Codes and Standards 1/9/2017 ■ ri FL#15278-R4 Product Approval Application Detail FL#15288-R2 Code Entity or Date Date Date Pendina Date Code Entity or gg.(g J�jg, Date Pend Ina ggjg Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15333-R2 Iyjg Versio Manufacturer Contact Enaineer &License Validatad By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sittinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows SubCategory: Fixed (717) 365-3300 PE•62514 (717) 317-8454 Code IM Versio Manufacturer Entity oL Contact Enaineer & License Validated By Date gate Validated Submitted Date Pending Date Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Compliance Method: Evaluation Report from a bsiflinger@miM.com Revision 2014 MI Windows and Doors Brent Sibinger Luis Roberto Lomas Steven M. Urich, PE 06/29/2015 06/19/2015 F8C Approval 07/05/2015 Approved 08/19/2015 Status Approved ■ SubCategory: Horizontal Slider bsitlinger@miwd.com Florida Registered Architect or a Licensed Florida Category: Windows eg ry 365-3300 PE-62514 (717) 317.8454 � Compliance Method: Evaluation Report from a P Po Professional Engineer 9 SubCategory: Mullions bsiti bsitiinger@mwd.com Florida Registered Architect ora Licensed Florida Professional Engineer FL#15278-R4 Products Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#13333-R2 Produces S- 0 Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 9BX48 FIN 12/3112017 No Yes No N/A 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 1213112017 No Yes No NIA 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No N/A QualityrtExpiration Approved for Use Approved for Use Impact 72X54 FLANGE Sea # Product Model. Number or Name Product Description Contract Expiration Date D in HVHZ Outside HVHZ Resistant Pressure Pressure 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PIN NI 96X48 12/31/2017 No Yes No N/A 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12/3112017 No Yes Yes N/A 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER 72X54 SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No N/A 8 FLANGE SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 1213l/2017 No Yes No N/A SLIDER 108X48 9 SERIES GA 505 ALUMINUM PW PW NI 72X72 FIN SERIES GA 505 ALUMINUM PW NI 72X72 FIN 12/3112017 No Yes No N/A W 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER -tfr�n V 0 ICU O I` U O Florida Department of Business & Professional Regulation Pagel of t Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 2 a - Building Codes and Standards 11srz017 Building Codes and Standards 1/9/2017 Building Codes and Standards 1/912017 Cn Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail LN (n ICU Fl-#13192-R4 FL#15272-Rt FL#5444-R10 ■ ■ ■ Code Entityor Date Date Date Pend Ina Date Code Entity or Datej0 Date Pend Ina �e Code Entity or Date Date Date Pend Ina Type Versio Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status TVDe Versio Manufacturer Contact Enaineer&License Validated By Validated Submitted FBC Approval Approved Status Jygg Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FSCAboroyal AAproved Status Revision 2014 James Hardie BuildingProducts, Inc. Pin Shen Zhu Ronald I. Ogawa John Southard, P.E. 9 9 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Harper Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12/15/2016 Pending FBC Approval 9 PP Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 Category: Roofing (610) 651-5847 PE-59166 (954) 772-6224 SubCategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits Compliance Method: Evaluation Report from nhompson@alside.00m SubCategory: Asphalt Shingles Compliance Method: Evaluation Report markd.harner@saint-gob Compliance Method: Evaluation Report from a die.00m a from a ain.com Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida L Professional Engineer Professional Engineer Professional Engineer FLW3192-1914 Products FL#15272-R1 Products Products W Quality Assurance Approved for Use Approved for Use impact J�jyp Sea # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved for Use in HVHZ Outside HVHZ Impac tDesignFL#5444-R70 ResistantPressureQuality J 0 # Product Model. Number or Name Product Description SontraCt Expiration Date in HVHZ Outside HVHZ Resistant Pressure Assurance Approved for Use Approved for Use Impact Design 1 Cemplank Lap Siding fiber -cement lap siding 01101/2018 Yes Yes N/A N/A 1 a. &quot;2T&quot; Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No WA Ulu Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Q A 1 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes NIA N/A 2 b. &quot,Alliance T4&quot; Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07103/2017 No Yes N/A N/A Z J architectural asphalt roof shingles Z Q J SHEET NO. PA 1 .1 I _ I _ 1 i i r i i rc ir i i t :!l - -- -- -- -- - - -I - -- - - - I _ ^fir W Cn O U L CL Florida Department of Business & Professional Regulation Page 1 of 1 � Q, O O Building Codes and Standards 1WO17 cu -a � Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 . -j W 0) ty Building Codes and Standards 119f2017 Building Codes and Standards 2162017 Product Approval Application Detail U +-' � U t6 N � Product Approval Application Detail Product Approval Application Detail FL#5219-R3 0 O Li -0 2 FL#12328-R7 Products Qft Entity or � gate Date Pending PAIR0 O Assurance Approved for Use Approved for Use Impact Desian FL#21675-RO Iygee Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Aooroved status Seg # Product Model. Number or Name Quality Product Description Contract Expiration Date m HVHZ Outside HVHZ I Resistant Pressure �� F�1tiN or Ogt@ Ogle Date Pending ggjg Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/0112015 04/29/2015 05/10/2015 06/23/2015 Approved PP O 6 No. 15 UL Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A Iy�� Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Aooroved Status Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 ICU O � � ; New 2014 HomeGuard Building Products, Inc. John Cheslak Intertek Testing Services NA, Intertek Testing Services 02/01/2017 01/25/2017 02/03/2017 Subcategory: Roofing Accessories that are an Integral Part of the Roofing System fivalidation@yahoo.com O -0 O Approved E {_ Compliance Method: Evaluation Report from a Florida Registered Architect � O Category: Roofing (904) 240-1382 Inc. NA, Inc. or a Licensed Florida C Search Criteria SubCategory: Underlayments john.cheslak@hgwrap.00 (604) 520-3321 Professional Engineer �� Q Report from a Compliance Methanon ' m FL#5219-R3 Products � � � Q Code Version: 2014 FL 0: 12328 Entity Product Evaluation En �Q Application Type: ALL Product Manufacturer. ALL FL#21675 RO Products Quality Assurance Approved for Use Approved for Use i Category: ALL Subcategory: ALL See # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant re Application Status: ALL Compliance Method: ALL Quality Assurance Aooroved for Use Aooroved for Use ISII I)a Design 1 1- &quot;Flat Top Off Ridge Vent with Baffle for Tile&quota Minimum 26 Gauge Steel, Nominal 4&#39, 6&#39;, 12l31/2019 No Yes No N/A Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL See # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVH2 Resistant Pressure 88#39;, or 10&#391, Wide Off Ridge Vent Attached to Product Description: ALL Approved for use in HVHZ: ALL 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A NIA Wood Deck ToughSkin 30, ToughSkin 50 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12l3112019 No Yes No NIA Ce Approved for use outside HVHZ: ALL Impact Resistant. ALL Tile&quota 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Wood Deck Date To: ALL 3 3- &quot;Standard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12131/2019 No Yes No N/A for Shingles&quota 88#39;, or 10&#39. Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/102017 Florida Department of Business &Professional Regulation Page l of 1 LU Building Codes and Standards 1/912017 Product Approval Application Detail Building Codes and Standards 111042017 Product Approval Application Detail Product Approval Application Detail FL#17202-R1 FL#2075-R7 22" Entity or egg Otte Date Pendina 2& FL#16586-R1 mi Type Versio Manufacturer Contact Eno ineer&License Validated By Validated Submitted FBCApproval Approved Status 23L4 Manufacturer Entity or Contact Engineer &License Validated By B&te 292 Validated Submitted Date Pending FBC Approval Date Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22/2015 Approved Code Entity or 2= Jae Date Pending 20I Versio Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVIL Miami -Dade BCCO - VAL 02/27/2015 02/27J2015 03/09/2015 Approved Category: Roofing Subcategory: Roofing Accessories that are an (501)982-6511 PE-31242 (717)317-8454 acarter@lomanco.com im Versl2 Affirmation 2014 Manufacturer O'Hagin Manufacturing, LLC Contact Engineer & License Validated BY Gregory Daniels Miami -Dade SCCO - CER Ted Berman, PE Validated Submitted FBC Approval O6/17/2015 06/17/2015 Approved 06/25/2015 Status Approved Category: Roofing (904) 783-8400 (786) 315-2590 Integral Part of the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 Subcategory: Roofing Accessories that are an clark@fiamce.00m Compliance Method: Evaluation Report from a Subcategory: Roofing Accessories that are an gdaniels@ohagin.com Integral Part of the Roofing System Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Certification Mark or Listing Product Evaluation Entity FL#17202•R7 Products FL#16566-Rt Products FL#2075-R7 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design 'Wig Quality Assurance Product Description Contract Expiration Date Approved for Use Approved in HVHZ for Use Outside HVHZ Impart Resistant Design Pressure Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Product Model. Number or Name 01131l2018 Yes Yes N/A NIA 1 Deck-Air-DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/1012019 No Yes No +97,5/-97.5 1 O&#39;Hagin&#39;s Cloaked Vent Tile Attic Ventilation Product for file roofing applications 04/04/2018 Yes Yes N/A N/A 1 RV10 RV10 ALUMINUM RIDGE VENT Mechanically Attached to Plywood Deck. 2 OmniRidge&#174; PRO Vent PRO4-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. CD Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Q Product Approval Application Detail FL#15076-R3 Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 1/9/2017 Code Entity o 2& Gate pate Pending I= Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status O Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05106/2015 04/24/2015 05/11/2015 06/23/2015 Approved Florida Department of Business & Professional Regulation Page 1 of 1 Category. Shutters (954) 689-7545 PE-44167 (954) 772-6224 Building Codes and Standards 1/9R017 ■ 1� Subcategory: Storm Panels tim.robinson@gppentcom FLW849-R9 Compliance Method: Evaluation Report from a Product Approval Application Detail Florida Registered Architect or a Licensed Florida Code Entity or Date Date Date Pending Data Professional Engineer CZ Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15076 R3 Products FL#15088-R1 Revision 2014 Boral Roofing / MonierL'rfetile Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker 09/10/2015 08/25/2015 09/20l2015 Approved 0 Category: Roofing (602) 269-2288 (205) 854-0160 e � Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved for Use H Outside HVHZ �1. Impact � Design ��g Code Tvoe Versio Manufacturer Tersityest Contact Engineer & License Validated By $ O� Date Pending Validated Submitted FBC Approval ApprovedStatus■ Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a thomas.jemmatt@boral.co m 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 1213112017 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/23l2015 Approved �� Product Evaluation Entity or not by tracks to provide hurricane protection. Category Shutters (954) 689-7545 PE-44167 (954) 772-6224 - IN 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 1213112017 No Yes Yes N/A Subcategory: Fabric Storm Panel tim.robinson@gppent.com FL#7849-R9 Products or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Design Florida Registered Architect or a Licensed Florida Sect # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076•R4 Professional Engineer 13 Saxony 700 - Shake, Slate &amp; Split Shake Flat Profile - Stockton 12131/2018 No Yes NIA N/A 292 Tvpe Versio Manufacturer Entity or Contact Engineer&License Validated By $1e 20 Date Pending Validated FBC Approval pig Approved `3t$iU$ FL#15088-R1 Products 14 Saxony 900 -Country Slate, Shake &amp; Slate Flay Profile -Henderson 12/31l2018 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use IMDaCt Design 15 Saxony 900 - Country Slate, Shake, Slate &amp, Split Flat Profile - Lake Wales 12/31/2018 No Yes NIA N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12121/2016 Validated Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category: Shutters (954) 689.7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes NIA 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes N/A N/A Subcategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Medium Profile Wales 12/31/2018 No Yes N/A N/A Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida �^'a 24 25 Villa 900 Villa 900 - Lake Medium Profile - Denver 12/3112018 No Yes WA N/A WA N/A Professional Engineer W 26 Villa 900 Medium Profile - Stockton 12/3l/2018 No Yes FI_#15076-R4 Products Sea# Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved for Use in HVHZ Outside HVHZ Impact Resistant Design Pressure V, 1 20 Gage Galvanized Steel Storm PanelstHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A 2 24 Gage Galvanized Steel Storm Panels/NHVHZ or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A O or not by tracks to provide hurricane protection. O L U Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9/2017 ♦� Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 a 1 Cn t�11L a - Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 C) FL#12856-R5 Product Approval Application Detail Product Approval Application Detail (n Cotle Entity or Date Date Date Pendino Date 1Y8e Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#17869-RO FL#1999-R5 M Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04l2015 06/22/2015 Approved W Category: Shutters SubCategory: Storm Panels (954) 493-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 9299 Type_ Versio Manufacturer Entity or Contact Engineer & License Validated By Date pate Date Pending Validated Submitted FBC Approval 20 Approved Status Code Tvoe Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Date Pending Validated Submitted FBC Approval Date Apo=ved Status Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08118l2015 Approved Revision 2014 ITW Building Components Group Inc. ! Pasiode Stuart Lewis [CC Evaluation Service, LLC William M. Ranieri, PE 03t25/2015 03/20/2015 03/29/2015 Approved ^^ Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918-6473 (407) 681-1917 L.L... Professional Engineer Subcategory: Storm Panels mikeb@allamericanshutte Subcategory Truss Plates slewts@alpineitw.com FL#12656 R5 Products Compliance Method: Evaluation Report from a rs.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Product Evaluation Entity Quality Assurance Contract Expiration Date Approved for Use gporoved in HVHZ for Use HVHZ Impact Resistant Design re Professional Engineer FL#1999 R5 Products Sea # Product Model. Number or Name Product Description Outside FL#17869-RO Products 1 0.050& q uot; Aluminum Storm Panel 0.050& uot; Aluminum Storm Panel with Optional 12131l2018 q cat No Yes Yes N/A Quality Assurance Approved for Use Approved for Use Impact Design W Clear Panels Yes Yes +54/-54 Quality Assurance Approved for Use Approved for Use Impact Design Seg # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 &quot;Safety Edge&quot; Storm Panels &quot;Safety Edge&quot; Storm Panels, 28ga 1213l/2018 No Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 TW BCG Higher Strength (H &amp, S) Metal Connector Plate 12/31/2020 Yes Yes N/A N/A (0.018&quot;&quota) Steel, 0.022&quot; Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 1213l/2017 No Yes Yes N/A 2 ITW BCG Hinge Plate Metal Connector Plate 12/3112020 Yes Yes N/A WA Q /�� W and Non-Perf) Clear Polycarb (Full and Hall) 3 ITW BCG Trulox Metal Connector Plate 12/31/2020 Yes Yes N/A WA Z 3 24ga Steel Storm Panel 24ga (0.0232&quot;) Steel Storm Panel with Optional 12131 /2018 No Yes Yes +100l-100 4 ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A N/A J Clear Panels Z 4 Aluminum Hinged Storm Panel .050&quot; Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Panel < J a SHEET NO. PA 1,2 FL#2197-R5 Qa Tv Versio Manufacturer Revision 2014 MiTek Industries, Inc. Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a FL#2197-R5 Product Evaluation Entity Products Sea # Product Model. Number or Name 1 M18SHS 2 Mil 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-R8 TT_ Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630-R8 Products Sea # Product Model. Number or Name 1 TJI 110 2 TJI 210 3 TJI230 4 TJI360 5 TJI560 6 TJI/560D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/912017 Product Approval Application Detail Entity or Date Date Pending )& Contact Engineer &License Validated By Validated Submitted FBC Approval gpp,[gveQ Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/b0/2015 06/11/2015 07/05/2015 Approved (314) 851.7480 LLC. dwert@mii.com (205) 599-9800 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes WA WA 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 12/3l/2017 Yes Yes N/A N/A 20 ga. truss connector plate 12/3l/2017 Yes Yes N/A N/A 20 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/912017 Entity or Date Pending Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/302015 Approved (253) 924-4084 (608) 839-1344 j i m. a n d erson 2@we ye rh ae user.com Quality Assurance Approved for Use Approved for Use Impact Deslan Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#1774-R4 En Tvoe Versio Manufacturer Contact Engineer & License Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H. HUYNH Category: Structural Components (813) 659-3707 PE-60122 SubCategory: Products Introduced as a Result of precastgator@yahoo.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1774-R4 Products Sea # Product Model. Number or Name Product Description 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels Validated By Florida Engineering Solutions (352) 588-5311 Page 1 of 1 1/9/2017 Date 299 Date Pend Ina Validated Submitted FBC Approval Approved Status 07/03/2015 0624/2015 08/20/2015 08/26/2015 Approved Quality Assurance Approved for Use Approved for Use Impggj Desian Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05252024 No Yes N/A WA FL#1644-R4 Type Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1644-R4 Products seq # Product Model. Number or Name 1 Versa -Lam Search Criteria FL#6527-R6 9"A jypg Versto Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R6 Products Sea # Product Model. Number or Name 1 iLevel Rim Board 2 Microllam LVL 3 Parallam PSL 4 TimberStrand LSL FL#6527-R7 Code Ty Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a FL#6527-R7 Products Product Evaluation Entity §W Product Model. Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date Date Date Pending )fig Contact Engineer & License Validated By Validated Submitted FBC Ativroyal Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/062015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620-7467 Product Description Laminated Veneer Lumber Quality Assurance Approved for Use Approved for Use Fact Design Expiration Date In HVHZ Outside Contract Exprra ut e HVHZ Resistant Pressure 01/01/2035 No Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1WO17 Entity or Date gig Date Pending pig Contact Engineer & License Validated By Validated Su bm itted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253)924-4084 (608)839-1344 j i m.a nderson2@weyerhae user.com Quality Assurance Approved for Use Aporoved for Use Im na Desion Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes WA N/A board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes WA N/A Entity or pate gate Date Pending 2& Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11/05/2016 Approved (253) 924-4084 (608) 839-1344 ji m. ande rson2@weyerhae user.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 03/3l/2017 No Yes WA N/A Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#5450-R5 Code Entft or T_ Versio Manufacturer Contact Enaineer & License Revision 2014 Powers Steel Inc. william powers Steven W. Schaub Category: Structural Components (602) 437-1160 PE-60509 SubCategory: Products Introduced as a Result of bill@povmrssteel.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products ssea # Pr oduct Model. Number or Name Product Description 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars. Validated By SAMUEL A. GREENBERG, RE, (813) 645-0166 Page 1 of 1 1/92017 20 Date Date Pend Ina Validated Submitted FBC Approval Approved Status 03/26/2015 03/23/2015 03/3012015 06/232015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date Outside HVHZ Pressure In HVHZ resistant Preu 01272017 No Yes N/A N/A FL#1645-R4 Code Iya Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1645-R4 Products S- ## Product Model. Number or Name 1 AJS Joists Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 Entity or Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Aporoval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.00m (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Wood &quot,l&quot, Joists 01/0112035 No Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 FL#158-R7 Code EntiW or jDate Date Date Pendina PAZ Tvoe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/2412015 03/182015 Approved Category: Structural Components (813) 621-4641 (786) 315-2590 SubCategory: Products Introduced as a Result of cparrino@castcrete.com New Technology Compliance Method: Certification Mark or Listing FL#158-R7 Products Quality Assurance Approved for Use Approved for Use Impact Design Sad # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/2112016 Yes Yes N/A N/A FL#158-R8 Code Entity or Date gptg Date Pending Date Iyj;g Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Aooroved Status Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05f06/2016 Approved Category: Structural Components (813) 621-4641 (786) 315-2590 SubCategory: Products Introduced as a Result of cparrino@castcrete.com New Technology Compliance Method: Certification Mark or Listing FL#158-R8 Products Quality Assurance Aooroved for Use Approved for Use Im pact Design Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11383-R4 Code Entity or Ty Versto Manufacturer Contact Engineer & License Validated By Revision 2014 Powers Steel Inc. Wiliam powers Steven Schaub SAMUEL A. Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, RE, SubCategory: Products Introduced as a Result of bill@povmrssteel.com (813) 645-0166 New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#11383-R4 Professional Engineer Products Page 1 of 1 1/9/2017 pejg 20 Date Pend Ina Date Validated Submitted FBC Approval Approved status 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved Quality Assurance Atioroved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01101/2017 No Yes N/A WA of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. CD CD a) CL . � CU U -� CD �- Cn CD N OL U .0 C C ry O O M U_ 'F_ O CU > . _ Cn --0 CD LCn OC }a O L. Q ff^o CU C: (D U �e C _tf ��_ V / O ICU O Q) L0_ — r_ CIO O ..�.■IJ I` CU C6 m V Q V m W� z J z a SHEET NO. PAI.3 S-S ok xe) / Ac 4