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HomeMy WebLinkAbout36005 Stable Wilk AveTI l I`plll111ll1, I; I 1 F ,, III-' 1 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 Red, Radius ADJ. Adjustable Ft . g Footing g Ref, Refrigerator A.F.F. Above Finished Floor FIX Fixed Req'd. Required A.H.U. Air Handler Unit ALT. Alternate Gaily. 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 R. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Int. Interior S.L. Side Lights g Cir. Clg. Circle Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer Laundry Tub T.O.B. Top of Block DB Door Bell Me $. Masonry 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 Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher 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 Ped. Pedestal IN Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. fixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 t "h€Iv[a�'rLy����` r �F LV►10Ri fiirfait� i � Tr"„_ .;fit V ot4w FRAME -WALK REVISIONS INI INNINI 0 M, I I ININI 1791 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 STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS 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. zQ o z ZiaQ z cnnn'' C9 cry �W w p �U — O LU � F- E 0 M o (6 U mo ON w n l.._ E — 00 C (0 M co N 000 g U sF00 ai Y Q 05 8.8 u7 O V a)Q O a wa > • c— N co C 4 �'� p• C?%.No ua jq �m fib¢ a n•t?r..">"" LL NN 0419Ap�?�IFIQO FO 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 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. I O Z 0 .N n U , :3 k O O M O Q 170 Ln Q " u- l� 170 U r6 `-1 Q � � 3r ry Z J W 110 d' Milli oZ a QZ S � ej Z< 8o 0Q Zww� C!_7 0 w z J i O, LU o�w� w w LU o Z zz ¢o '^ gz O j F 8 Z > O o U — U �< LLu 0 o ¢ O J Se w�0(<J ,.' U a m 2 oaoa w �a Z LULr) Na-0o °o t-1 w Q Z~Z O Z U w M Z a n U)Z m 0 Q J = ¢ z Lu SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. CS 2 0 v T on 60 A 0 35-SH 16'-3" \\\ I a Lu 0- \\ OZ OZ Cn NLU �J W `\ CAFE FAMILY ROOM VAULT.CLG. \ VAULT. CLG. \\ I CARPET M10 PATIO �_ o \ � ih E O `—------------------------------------ 00 I I ---- co L I I 2:12E I I I ro I 9'-0" T-8" 2'-8" 4'-3" 6'-10" X-7" I DRN ER VENT I I THIRU ROOF j r f - r _ d o0 N OWNEI 'S SUIT 8'-0" FLAT CLG. CARPET q• a TYP @ 1 STORY I A S3 Mi 1 CARPET I� 1 M_' 1 I H.B. 00 Co 00 N 2668 a~. w low I 0_ rruv 1 r SW - Cl? LAT LG. CD 5-SH 60" X 36" SHOWER m FIBERGLASS SURROUND L— — — — — — — — — — — — - f=-- ----- — ijr D�-� 0� 1, 1■■■I NMI 1061B.F CN 1�00 INA W1, I!BEDROOM 2 'CARPET S T-84" IIIIIIICIIIIIIIIC�I� 6'-0" .. \ I � on I W- :1. =-s ENTRY V-0" FLAT CLG. HANSON BOX @ 36" A.F.F. M100 o FIBERGLASS EDGE OF SLAB 2" SURROUND I BEYOND WALL K 2-CAR GARAGE S3 51i 3411 8'-0" FLAT CLG. i II �I T _o! T � ILE I 43) -- I I I I I I I I I I I I I I I I I I I I I I I I ~ I I O I I I ► I I I I I I I I I I D I I I S3 71 CARPET 9'-4" FLAT CLG. 2668 I "oo -----R&S---- — 8'- 10-4'HALL 4'-1" 1'-3" 4068 B.F. Nk a'4 4-SH coN I 11-10" 3'-0" 91841 BEDROOM 4 I 8'-0" FLAT CLG. I I I CARPET I I u:ba al rn �; 00 BEDROOM 3 I 8'-0" FLAT CLG. I I CARPET ( EGRESS 25-SH O 7-10" ,n A S3 CO m O I �L A 1 WM Li N i2 00 T N 0 HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 251 S.H. 13 20 X 38 8 18 J X 37 8 S.H. 14 20 X 50 8 18 j X 50 S.H. 15 20 X 63 18 J X 62 J S.H. 16 20 X 72 18 J X 71 j S.H. J 32 27 1/4 X 26 26 X 25 # S.H. 833 271/4X388 NIA S.H. 8 34 27 j X 501 N/A S.H. J 33 N/A 26 x 37 i S.H. 34 N/A 26 x 50 S.H. J 35 27 J X 63 26 X 62 1/2 S.H. J 36 27 J X 72 26 X 71 1/2 S.H. 22 37 8 X 26 36 J X 251/2 S.H. 23 37 J X 38 8 36 J X 37 3/4 S.H. 24 37 8 X 501 36 J X 50 S.H. 25 37 8 X 63 36 j X 62 1/2 S.H. 26 37 X 72 36 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 8 52 j X 37 j S.H. 34 54 X 50 8 52 J X 50 S.H. 35 54 X 63 52 J X 62 j 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 WA 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 walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the dear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE"C" +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 �E +23.0 / -25.2 OF +23.0 / -28.9 GC� 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 MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) I R-11/R-13 KRAFT FACED 0 z o z Q J CL (nz Ln C cn 1--r LU � Q U — 0 w Of o I� v J � (6 O M O CO U LU N N M Cf0M E —coo f0 M Ooo _ 0 LFT 00 00 0 a°)i �-.1d m 0. o rn ov Q rn rn Q o A 1 N C•9BD,C C e B �® ( p•4�5�� SS 1d wz., e' at aC�,_ v j CO -`+ �• ..via v-f` � v^ O J O F.v y ^ " oft � � Q Z" OS - � —LL II�.III�'I 0j 3 u4 a !n tla o� tEd V `o. _,. ��3;•�v LL z ¢ IWI.. N 4 l8111et��� � 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 zN O cv H LA a-' O > Lr) M O 4-1 Q -0 Lf) Q C LL Ln CD- , M oC U a � a E� z J � W d' J Om 5 0 z a� f� �E80 ZL)w a w Z z O J W 2 X J u_ O 0 U N 8Wo oZ Zo >v az O z "0 �% L ILL N > rl 8 Z O V •— T w ga O� OZ J 0 Q U G�: UKm� a n. N ^ O¢O< ui <`� oC o Z N QaW3 -0o LU Lli a � = Q 37 Q z OW8 LYa <z <� N M t-1 Z a uQ Lnz O QLIJ J = az n ,--I d Cn f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 1.0 a 0 F� MIRROR L LLLN LLI I OWNER'S BATH IFFL,'Llm �=F KITCHEN ISLAND zM 0 fV 0 M BATH 2 KITCHEN LILI UJI O M N KITCHEN INTERIOR ELEVATIONS Z cr' w r E g+v II^) 00 Q V m M LU --':' F-- E .. U N C r6 0 N a Coo:. 0 � O 3co CL Q O) v CL Q O A � D. N,C, D,C ��j)i . N Nye Z. . o LL N c,4 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 O N N 1--4 Lj O > U-) M O QU-)11710U) Q �U� v o. z W J C) �- =O Z O 555 R w� za E `t F. > z80 U � w Z Z Q J BL g J �iW0p u ¢ V N Q W 8 z 0 Z Z 8 x z D �3 O 0 a LU t- o 0 N Z Q 5, w ,t2 4 p w 'S ~Fg� �o,go Z Z N JWWc W 2: G _ P10 p Z U N M ¢ Z ¢�z -z o a © ..] = z rn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 2.0 SHEET NO. 2.0 1 : 1 (+1") SMOOTH TEXTURED BAND 72,1 DECO. �LOUVER 10" e O -- 5" ADD 2" WHEN INSTALLED IN STONE KEYSTONE DETAIL L SMOOTH TEXTURED BAND SMOOTH TEXTURED BAND 3 COLUMN DTAIL H 2 0 W 3 z -1/ HIC J—t 1 M 1/2 OF WINDOW WID 3? 4 DECO. SHUTTER 2" N co NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM / EPS MATERIAL IS ACCEPTED 5 WINDOW SILL T NW.09�1080_19 I 'oil FL I I I I AV • UI ( I I F11 I'I IM! IWI IMI IMI IW! IWI IWI I 5 12 5[::� r " 210 TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 24'-0" RIDGE VENT K7 25 SH 25 SH --------------------------------------------------------------------------------------------------------------------- FRONT ELEVATION - B T.O.M. HDR HGT. F.FL. SCALE: 1 /4"= V-0" ME �� LEFT ELEVATION - B 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 of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. R. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of UHagln Vents Needed • 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 Z o —0 z�Z Q a t� z t/') UI v3 LU �U — ro O LL E Lv_ '^ (1I t- o C)(10 M U fY] 0- M W LLt F..� O —8 C flf co T :2 M Ooo al U I� 0 Y Q0 LO Sao A1 B D. NC-B -DC V ., cc N 0. U) N . f s J ull. E 'N 'A'• �i LU Z O a 0 ` (�CIL e�_? O;" W r ESS`0 1F;��s f-- 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. 1I 0 0 z cV O N 0 I --I !_' C:) t>-�(f)MO aUe'v`0 cLu U_ L(i 0Y U fl- 0000 Q E ry z WJ C:) oZ 0 35 w� za <a z zgo Z�W� 0 Lr-�_ F- Cyy7�Wz uq R � J �� 1YQ K K O Co o LU o� zz o W ¢ 2:z W g O ; T� o U Q OZ o Xp� d.2 -. ILL oaoa Z a Q you, zo Z Z t1J N U) o,o it z � W o W o (V M 2:Q Q Z ��8 z a LA m O _ az uJ SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. 3.1 12 12 5� �5 28'-O" RIDGE VENT T.O.M. HDR HGT. F.FL. 12 ­'�5 REAR ELEVATION - B SCALE: 1 /4"=1'-0" RIGHT ELEVATION - B SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 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 of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. 'CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN, OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of allagin Vents Needed • 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 SO. IN. OF NET FREE AREA / VENT 'Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed us (D1� Z M 0 — o Z C0 Z J Q t� z ■ C Q) `U w •U — 0 w I— E o OM tV U a,M L1J F o — 0 G f0 M m:2M O o0 2 ai Ua) c ti of �Qo W Q m u7 O o 0 Q Cl A1 N.C.B D.0 1.6 / a � �� ��� m Q M z i � > C L✓k � ti r o•Rwo, CO.�\\ Llijt5G,Ili, ,11Moo, < a U 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 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 fV 0 O H M O M Q U-) Lf) °- .L Ln Q L_ U_Ln CL n ii U o.00 Q E Z� (a W _JC~ Oz O0 5 wo z as f z �Z80 �0� 0 0 F Q Zw Z _ J aO� W mrzOO J W ~O� z z >8 UJ az D 0 U) car pr S Z > z O V) ¢ Q Lu uJ uJ 0 J W" W gag�¢�¢ X U.0 n 1= U .2 m 5 rJ Z<oa La a�� Q V aow3 � �fO �o Z z L1J N LJ7 ce o Z O- - U Q� z LU Q o z o LU �Qa N th Q z ~~ z z tZ d z O Q J = az LU to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES 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 #14 copper to lights & outlets 1 200 #12 copper to 20 amp ckts 00 AMP MP #10.2 copper to WH #10-3 copper to Dryer MAIN A.L O or 4/0 SER Alu 200 amp F 150 amp isconneot POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 08, 250.94 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. I ELECTRICAL KEY I DUPLEX CONVENIENCE OUTLET PEF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN e TRACK LIGHT FLOURESCENT LIGHT FIXTURE Q EXHAUST FAN iCX EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ®2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT GFI WP GFI 4 DISC. AC PAD ivi CAFE FAMILY ROOM `X1 \ lr -- -- ---------------------- \ ROUGH -IN FbR OPT. CLG. F�N/ LIGHT PRE -WIRE � I \ \ _J_ \ I � I � G I � I _ II Fr�.11. I /OWNER'S SUITE f ROUGH -IN FOR I OPT. CLG. FAN/ LIGHT PRE -WIRE H.B. w.1.C.�--� PENDANT AS PER SPECS ------------ 7'4' \ - 111NONNI ME ILI . ,0—man =I, [� ,�� �i►� ----- ----- - 0 DEDICATED RECEPTACLE FOR MICROWAVE RANGE e HOOD PER SPECS / ` ■I ON ROUGH -IN FbR OPT CLG.W�Nl PV /LIGHT PRE IR�;A ■� S. OPT. H.B. I _ I ENTRY I ` WP � , GFII (� IRRIGATION GFI @ 44" A.F.F. W. H, I II I 11�/I I I I W. (GARAGE GARAGE DOOR LIGHT AS I GFI VP PER SPEC I G A.FF..F.4" 2 CAR-Gi`'RA1§5' I I J I �. p Q Q � I 0a I tL. U 1 � W i L------------ GFI J - l CC4" A A.F.F. ,HALL qp s.D ' \ 1 EDROOM 4 19 I ROUGH -IN FOR ROUGH -IN FOR PT. CLG.FAN LLIIGHT PRE-W R/IJ E D �OO M 3 OPT. CLG. FAN/ `LIGHT PRE -WIRE / / VERIFY METER LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" O� Z M o O _ Z m z� Q O V nV Uj O LLJ 1- N E 0 F-- �� oM On COU a, M W E —U C M M T '2 M Ooo = ai UW wrWo �Qo o Y Q rn to V rn Q o A , B D. N-C-B -D-C sae t• N N co �yo�o� CNco o GV u O 0 tA Z WL mZ Z Ir _ c O Q's [ N a J W L _ W 6 m ll a w LL- Ilii V Q CL — As Z 0apt= Z o: a R 9 6 ono W m Co LLN u, 4 . !T M Na� J 0 I� ❑ To the best of the Engineer's knowledge, information, onand 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 N n OO ►►>+ M < M Ln U.) •L a to Q U V Q00 Z E `. ~ W O W J� 0 Z �5 W Za Z < W, a J0Ego CL Z u, �0WZ ___J j , X J U 8� N W ~W° oUVI) ><o I— ¢z Z - LlJ J 5 w o o 0 C O 0 �a LU 0 �J LL pz >< p N Q oaoa Z 4t Tom' 1h� WOJ Q W W 2 g Z a0.o LU N Ln .. =Q�Z, J r-I W Q ~o z 0 0a N M Q Z~Z ¢�z *-i Z a Z O Z W _ �o ¢W Z ,-t a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO- 10 o SHEET NO. 4.0 VENTED SOFFIT VENTED SOFFIT 40 SQ. FT. VENTED SOFFIT 61 SQ. FT. ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of f vented ted ventilation IN. of of vented ventilation to be provided SQ. IN. of . . SQINof Ventilators ( See Elev) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 20.00000 2.000000 Floor 2276 2185 312 1092 78 546 0 576.0 300.0 276.0 (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 IF SOFFIT 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 42 SQ. FT. 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 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 of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Root) - 72 SQ. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. '*Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Dock -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 (� z0 z� Q J i2 V) CD N L U f� o 'U OLU V Lv E 0 ~ o Mo m r~ U L LI a)M C m M �- E — L cm -a N O o 0 U 0cli CD 4 Qrn Qo tr) o V rnQo A1 RD N C B D•C 1 >s n �» o �, YY CkN � Zaaa� aLLW ;°a`,�� N Q •(� P+ p e q 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. CD CD Z N O a) r-, P-.t � (=) > to M O Q U0 "� Ln °— .L V) a W U_Ln �- I— j Q7 U rCL v 00 Q E z WJ 0 d- 0z z as �a r~ z°O Iz-azod a w Z rrsyyy L O W m z ° Z Z ° Q Ln Z ON Ln3 o o > r—I ZQ J a U J L L1— ZO a ��j r � 'I ^ 0 O 6 N 0 Cr �a�a o�od a d- ~�L� �zo Z Z LU N L1) 000 03�-Z J LLJ-8Z8 � Q �Ya N M T'{ Q Z �~o aLuz a U) m O ^ QZ l 2 az rn ,-i a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 5.0 c 37-8" 7-1 58'-8" H.B.+ TYP L S3 2'-6" x Z-C" x V-O" W/ (3) #5'S E.W. ■ ■ ■ ■" ..■ ■ ■ N r INDICATES FILLED CELL w/ 3000 PROVIDE Yz" x 9" (2) #5'S I PSI CONC. GROUT FROM FT. TO RECESS FOR FRT. DOOR d BEAM W/ (1) #5 REBAR VERT In TOP OF CONC./ PAVER TO BE 4" � _3 1/2" SLOB is STEPS AS REQUIRED - 1 : ABOVE SLAB TYP @ALL io BELOW FIN. FLR. 2'-0" 4'-0" 2'-O" 6'-0" 4'-6" 2'-6" 0'-0- PLACES SHOWN HOOKED FTG. I ,. PER FIELD CONDITIONS 1 DOWELS 5" EMBED W/ 25" EXT. I CJ ABOVE SLAB "GRADE 40 STEEL" CJ CJ — TYP I PROVIDE D"RECESS I HVACCHASEI :' AHU I;;--'--------4- --------j FOR SGD. REFER TO 1 N L BASED ON W H I I MASON'S SLOPE FOR WIDTH LOCATION00 `o in I i� �• • • I (2) #5 REBAR 1 31/2" 1 32'-84' `�'' 4'-S8" • . FILLED CELL / in 1 L On AV — IN I : ; 2'-1"• • -31/2" 4'-0" OPT. D SLOPE is I in . CJ I CJ CJ —1— — — —, . — ........... — — — — _AV�. •. • • I : CJ I _ ..� — — — — — — T o 9 N ... .. CHASE � ITO •I° I KITCHEN ISLAND ---- ■ I.. I I ISLAND LOW WALLS I I 0 I 4J rw• I j j, t t S3 D W CJ — — — �N' K r INK w/ DISP ( iv 2'-6" I all O S3 1 j I 0 ' O T-112 i I2 I1 It I (2) #5 REBAR iv A S3 1 CJ CJ CJ 10 VERTICALS w/ in 414 411 FILLED CELL 1 : rl 6 .... ................... 0'-0" .. i 0 T 7, 00 •I • : ■ G13'-54'7._2"j I �r ..... . ... :::�. � 1- - - 1— . ....... .... .. ....... - - i Ij - - - i—} - - - - IOD - - - C 00 ' �i I I �"� I I 1 � i � 1 I I .• I 3-1/2" MIN 2500 PSI CONC0-0, ( i i • • I j �b� SLAB OVER 6 MILV SQ EEN " VAPOR BARRIER ( : ■ PSI CONC. SLAB FOR I (3000 ; i 1 M i 1 HERNANDO COUNTY ONLY) 1 0P '-----------�---- II --- ----------------------- --I ■ . . . . . . . . .: . . _ .. . . . . .� . . . C.,. .. . . . . . .: .. ; . . _ . . _ •� _ ~ ;. . . . . . . . . :. . . .. .. . . . . . . . . . . . . . . . . . . . . . :. . . . . . . . ■ A S3 T-2" 5'-2" 6'-0" 6'-0" T-O" L T-10" L 4'-0" L T-10" L 4'4" L 4'-8" L T-8" L T-4" FOUNDATION PLAN SCALE: %4"=1'-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 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN —�— W Gn � CONTROL JOINT DETAIL :'- #5 CONT REINF. SEE FND. FOR QUANTITY ", ;":' #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. **Alternate: _ The reinf. bars shall be cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"=V-0" a (D 112 Z co o _ Z o z� Q O z L/711 Z Q) C w "U — O 1 U (1) C t /� = I— E o M v , r- O o U WM LU SF-- O 0 0) Cl) N a Cl)_ ONO U� 7 (0 Q.o Y a0 LO O � 0)Qo A I NCBDC , Y;Y, "Fiz W�4 Z � •"" � NI<it: ` 04 °LJJlad . a CL LL Nf�ioSa�pEO "a''S'1i13\4Rx`R� F— ❑ ❑ 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 0 � h U') =1 l0 > V) M O Q L Ln i2 (n•vi L� Q0) 0 Ln U Q00 < � � z ~ J CD W d' oZ 0 35 W� z gQag g Q H zd o 0 Z Q ��3o zww� —^� CL _ w p Z O w z adOu� N 0 w 10z o� Z Z aU �Z z a �3 fo 0 0 O U Fn 0 z O �z �W 'o �FO o aYl= r �Rma a<oa N Z t u 0 � Z z N Q Q= o Nagz Yo W 0o= OOLi JL]j N M Q Z ¢�z d" z Cy z O Q J = ¢z r1 ,--I 11 (n SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO, 6.0 UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -1Od x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH.118 10dx1-1/2 HTT4 2715 5/8" ANCH, /(20)10dxl-1/2 J HTT5 1 4350 3740 5/8" ANCH. 126 10dxl-1/2" HTT5 3225 5/8" ANCH.1(28)10dxl-1/2 K HD3 * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD58 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 133512820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS _ _ "XI HTS 20 1450 1245 24-1Od X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 -10d SPT22 685 8 -10d SP2 1065 605 12-10d SPT24 1 1030 12-10d HCP2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L 1480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) (B) ( (A) `") (+ t OR 2 PLY CARRIER ==14+ 141-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT C-). B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x T' GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS TVIPO;PR CONY LEDGER �A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-T ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. SCALE: %4"=1'-0" z M o _ Z t° Z Q Z u� -W L.0 "U — O LU � F- E o M O o (� C) m r- a> cNn LLI L-- E — C) M M 2 2 M O o0 q T ai ti CD N Y ao Ln O IT<Crn rnQo AN C B ,DC TO Cal C;A +� WFv��"Mnz 3 — \�` j z U . •� rr ., i �oUM IIYJ ..Za1C Er�4g y ^-"LL �U 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 d ZN 0 ( 1� H O Q L3 a U) L N Q L- n LL L � �M Z 0� U C aOC) Q zfu J to W oz 0 5 W� za 1< z r~ <0� zUU U Z � w /—� LJ� 5 oWz �C�y7y O Lu W CC•RR•'' V fELCLfJ iT8 O Z uj l N F- w O 1 z Z U r ¢ J Cr S z g z - LL D f (r �o O Q� > TI 0 z J UJ LL PPZO o LL O Q W X 8C� r Zao� CV Qa i< Q �� FW $�2o Z Z U.l N Ln �o,o 0 J rl OZo N M Q Q Z Way Q�z Z a � N Z m rn g = ¢z Uj 1-I 0- cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 o SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4, U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed LA 80. 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Safe vertical load Safe horizontal load `— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY 8178-1B/1T 8F8-0B/1T 8RF6-OB/1T �. o O O O 0 0 0 0 �,.. 8RF14-1B/iT 8RF14-OB/iT 8F16-0B/1T 8F16-iB/iT 10�- 8F20-0B/1T 8F20-1B/1T 8F20-1B-2T 8F44 1 B/1T 8F40 1 B/1T 8RF40 OB/1T 8F32 113/1T F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8F16— B/1T a= r>o � u5 Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. c preces mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. MEMO #5 REBARAT IN. TOP (1) REQ'D 1/21 CLEAR ALTERNATE POWERS STEEL LINTEL C ° ° o aC.M.U. #5 REBAR AT TOP ° ° e GROUT MIN. (1) REO'D J ° a 1-1/2" CLEAR _ " D Q 4 a ° ° G e ° 5 REBAR AT n 0 y = ,w a BOTTOM OF IM vi z W - 4 o LINTEL CAVITY o W o X W \ -BOTTOM o ¢ c.i O " REINFORCING PROVIDED IN LINTEL �¢ ¢ c7 00 z- o w— ¢ � a 3 ; it a D D 5 REBAR AT BOTTC �, <1° AS INDICATED 7-5/8"ACTUAL 'NOMINAL WIDTH (VARIES) LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementiduos coating. See contractor specifications UF U B 5'-10" LL 6'-6" LL O O 4'-6" LL 4'-6" LL (�) MIN. 17'-4" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=1'-0" Z o Oz(0 Z Q O :2 z O 0 W DU -1-J Lu LLI �_ C) — O vi Lv ~ E 0 0 0 (� m co W .:s F... E — 00 �m T ;O M 00, d _ U - LL. W 0 Qo o 0. 0 m¢ o A 1 NCB DC -, cr 0 r a N ••� o r, ( AZ� "SG S•' �U m 9� C J P 0 � ¢ °y N C:: 08 NI 1 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 a� O t>-s M O QU-;_(0L0 °- V '0 L- U- L r\ F I V CL 00 Q � � (0 Z WJ C:) oz �O �a za a� fF <Qn z00 o � ~ w Q Z U Z Q p ZZ rrr�---111 O J W W m Z @ O LU V) zz JJ l� ¢Z Z Z L Z o 0 cn J �� LuJ 0 J W Z <her¢ o J ... .'. Zama O U N J Z¢oad a �- ��L� ¢Ow3 �J-Zo Z Z W N L(> oo >�&Z J �{ Z Q 0Wo wwN�� N M Q Z Z < W Z aZ 0 Q J = z a z ui r1 T--i ♦Z U0 g SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 8.0 I 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 U CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW S D CORROSIVE TO STEEL. CONTRACTOR'S RESPONSIBILITY HE TYPE PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CO OS S EL. IT IS THE CONTAAC 0 S SP BILITY TO VERIFY T 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) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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 WATERS 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 HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, 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(rMS 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 ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3 F DRAWINGS ARE TO BE SIGNED AND SEALED BY A ALL R00 AND FLOOR TRUSS SHOP FLA. REG. PE. AND SHALL INCLUDE :DRAWINGS AND CALCULATIONS, LAT S REACTIONS AND BEARING POINTS REQUIREMENTS, AND CONNECTIONS BRACING RE UIREMENTS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS : 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. I R RE UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8• TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2. 8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (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-I-P CONCRETE NOT EXPOSED: 1 1 y„ GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4. 1, 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH AC1318-11 (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-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi STRUCTURAL NOTES 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 ANSIrTPI 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'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 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 A36136M 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/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete, 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R318.1.5 - C n rete over our nd mortar along the foundation perimeter must be removed �ietiore exter or soli 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 barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a 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 = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 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 TO REVIEW ALL DRAW BEFORE DRAWINGS B 0 E CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 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. �r z M 0 - o z�z Oa_ z V) (D Q) ry c w � o 0 Lu I- V) r- o O to o (6 U m �M w r E - 0 all cmo'> N O o0 _ a (D U(D LLco - 00 �X toQo u) od Qrn rnQo A ' NCHDC 8 Do � gg R s F `{ 6Fflor 0 Y Cy "mow {o�o t m Lo H m..:«,a �t o Z -- 0 -N t w LU W Y o fie- LLy�E 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 O N P-+ 4-r O M O (j O < -� Ln a O Q U_ O- M tY U a 00 a z � � wow W JC:) d' oZ w� zaa z� ¢te a �z800 U Z 0,051 �2o,uz w J c. U LL N w (/) W FWo zo r F aU �z z :D J � � � Q o o = U �< W oz U C m J a a N I� Lu Q ?a Q aoW3 F- K �ao z N z r-I W (.J.., Q O W �� N M ¢ z �z z aZ J Q m rnLu _ az t--I t2 Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 O SHEET NO. SN CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE , + + w \ 15/32" CDX °0 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 @ V 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. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" +++ +++ + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + L..+-+ ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI�Joist Backer Block Thickness Filler Block Thickness Series 3/4" 5000s 1.8/1.7 p nel wood panels Two 3/4" wood panels or 2 x — 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking + 1/8" gap / r / FILL CELL—\ r- STD. 900 HOOK i— BOND BEAM MUGT15 TYP. - CONT. #5 BAR 5/8"0 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. 2" min. }Small 2" max gap " • � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 118" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 1 Od nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING 2" GAP @ TOP sides by 6". - 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 BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H H C G O O O 01 5'-0" a - STUB -OUT FOR 1'-O" O a GAS METER O O � U � O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) 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'-V (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) J Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking Use 3" (1 Od) nails at 6" o.r.. Provide adequate bearing J for each lapped joist. Od nails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) p (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® 9-1/2" 2-8d 2-8d BCI5000s 11-7/8" 2-8d 3-8d 14" 2-8d 5- d 9-1/2" 2-8d 2-8d BCI6000s® _1 —1-7/8" 2-8d 3-8d BCI6500s® 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" 2-8d 3-8d BCI60s® 14" 2-8d 5-8d 16" 2-8d 6-8d 11-7/8" 3-16d 3-16d BCI90s@ 14" 5-16d 5-16d 16" 6-16d 6-16d g BLOCKING PANEL, INTERIOR Vertical load transfer =1900 Of 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 N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6" A 1 2' ROUND HOLE MAY 6" 61 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 12" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 12" g BLOCKING PANEL, INTERIOR Vertical load transfer =1900 Of 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 N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6" A 1 2' ROUND HOLE MAY 6" 61 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 12" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 12" 8 T-U' 1G-'I,. I,-Z' 11 3,. t See T-T' .I� Al 2-4' 9' 3- 3 7"' Any 16'" joist 12 'I' 2„ V-3" T-9' Z-4!' 2'-11 3, 7. 4 2. 4-9' 9-4' Sg r (1tj [6 A�-T' M-2 't' 7' '1' T' 2'-S' 3-2" 3'-10" 4'-9' 6-7 6'-4' 7 2° 20 -2"' Z-a' 3-a 4' 4'- It i" 6-1124 V-3" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 12" 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. Jt USP ' MUGT15 TYP. �GIRDERTRUSS -.., 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.) 17. I ICI I ICI I In —7�—,Z Nail with 10-1 Od nails. �=Install tight to top flange. SLEEVE THRU STEM .iSEE PLAN FOR FOUNDATION INFO ° ° STEM FOUNDATION r— GRADE \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. 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 0.6 X Joist p `depth I -JOISTS BUCKETS N.T.S. rvt, �,nmac: -t rvtl SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 a 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 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE SEE FND. PLN. SIZE &REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 41-011_\ - PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE 00 SEE FND. PLN. co SIZE &REINF. PIPE PERPENDICULAR TO FND. 10 Cal 1� LL z i;'§_ 04 N r.z 0 Ln CL , z < OZ 2z0 TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE ° ° °V '610 177 a SEE FND. PLN. SIZE & REINF. Z o z� Q J f � Z O w 0 w � � I- E o m I- � U w �N C (6 M f-- E —oi c maM 020 Uv �Qo �Y Lo ov Qrn rnQo A ' ucaDc � B D® m, FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP.) VARIES / INS 5/8" OR 1/2" HIGH-` STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. d 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT-- FOR ROOF PITCH 4:12 OR LESS. �L�I i � " � � � � I I I � I �I (1-' �LI I=11 11= ► - PRE ENGINEERED WOOD ' I=I 1=I „ L- III-� I I ° TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH .11, I I I i 111 i IJ_I I I I �I I In TRUSS (SEE UPLIFT SCHED.) W/ g METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF I I A. . ■ A 0 10% 1 I r 1 1 r'% I i � / NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. - - UMINUM DRIP GE [ALUMINUM FASCIA 12" N.O. SUB FASCIA EE SOFFIT SHEET LOAD BEARING OR EXTERIOR WALL 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT SEE CC/S3 OR —� G/S3 FOR ANCHOR 8" C.M.U. TYPICAL BOLT INFO. (IF NO UP LIFT ON TYPE "S" MORTAR WALL SEE GG/S3) *USP SPT22 TYP. -� 1x2 PT WD FURRING @ 24" O.C.--//FINISH 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 3 1/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE c E = ) -v N °p r ° ' _ Z 00 co - 00 6 MIL VAPOR BARRIERTM _ D•D • — r COMP. SOIL. II ° (COMPACTED TO 95°/a - �-� I - MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 114" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" 1, S3 OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" O.H.D. PAVERS RECESS z •,��I • �-r III ., .. •y..� = r�l - ]��-III 4„ III III -I •A.e•'-,•'.. � II I1I; SEE A/S3 OR J/S6 -'IF,,I I ICI I, I I III FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR)j / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY e NOTE: *FOR BEARING WALL W/ UPLIFT ONLY SCALE:3/4"=V-0" S3 5/8"OR 1/2" HIGH STRENGTH "--TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —� TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ GARAGE R HABITABLE "X' @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END 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 TRUSS ALIGNED WITH STUD BELOW WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6 '- " @ 3rd PTS FOR WALL HGT. > 8 6 . SHEATHING W/8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8110 x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (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 Ak O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR 2 n AFF'qr @24"OC 2„ WWF @ 4 O.2„ 6x6W1.4xW1.4 a ° ') WWF OR FIBERMESH C.) WWF OR FIBERMESH 4. ° 31/2" MIN. a a4 a ELEV. 4-3 1/2" ° ... a. ° °. O ° 4 4 ° A.F.F. 2x4 CONT. ° LL ..° g ° o ' -f i'31/2"(min.)- 4„ 00 ° GARAGE DEPTH VARIES ° 31/2 (min. - 4 I- LL =1�- _ I1=1IIIIII� JT1 I I' �. '1-I-IJ1�11=111- (2) #5 CONT. " ' I " 1 "- 4" 1'-4" 8" M GARAGE SLAB AT STEP rB TYPICAL BEARING WALL STEP ` SHEARWALL C SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" �,S3_,) 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. 2 R WS OF 2 BLOCKING GOB"' AEV� c� Go�NJ�s 3 1/2" MIN. D '31/2"(min.)-4" I-- 00 _ 31(2"(min.) - 4" =1 -° _ • ' III I�Tf I I- ' -111, Ills- I- �T! J1! I I M I I (2) #5 CONT. 14'I�I "g - U.N.O. MIN. TYPICAL BEARING WALL @STEP rCC \\ SCALE:3/4"=V-0" \ S3 $" C.M.U. () 0 x @ THIRD POINTS 2x STUDS @ 16" O/C NOTE: 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION c`tl LAYERS W/ TOTAL THICKNESS 7/8" OVER "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 NOOK DETAIL USP SPT22 CONNECTOR 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ (6) 1/4"x3 1/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP 24"MIN. LAP [ ] #5 REINFORCING SPACE ANCHOR BOLTS 6" MAX FROM SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE 2x P.T. PLATE ASSUMED FINISHED PER MANUF. o #3 OR #4 REINFORCING BAR W ° =11 =11=I m p ' 1=JJ= 1=1 ; • GRADE Z g �, _ ' ' 0. • M ° o • I = z FINISH GRADE O0 GRADE 40 MIN. F - 40ksi M #3 & #4 LAP SPLICE y- [GRADE 60 MIN. Fy= 60ksi] a 25" MIN. LAP [30" MIN. LAP] s ° ° 006 MIL VAPOR BARRIER r I I ;. ° .�._�.� I °° r w '' -III .L= ° coAAA II I L lil- #5 REINFORCING BAR R 1 7/8" 1 N z ° D III -III -III -III -III -III- z llL=T- #5 LAP SPLICE �: D° 1=III=III=III=III=III=1I g • II MJ=� �I III=III=1 I=1=1=I I- III a • 1= f l(=� I 36"MIN. LAP [36"MIN. LAP]COMP. SOIL. (COMPACTED TO _ 95% MODIFIED PROCTOR ASTM 10" =1 I I=1-1 11=1 I I-1-1 1=1-1 11=1 I-1 11=1 11=1 11=1-111 1 1=IF, D1557) I- I II I I I II I I-�I I� 1=III-I -I =I I=III-I -I I 1=III=III=I I -III -I -III- 4" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK �-I i I-1 I I--1 11=1 I I -I 11=1 11=1 I I ;III-1 11-1 I I- I �'- FRAME WALL TO C.M.U. WALL CONNECTION rD 1 TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS K­F� SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" a ° e 00 a SCALE: 3/4"=V-0" d GRADE e T _ -ll l�l ICI-1�1 - -(1) #5 REBAR w/ OPT. MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=T-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS .� T• III=III I=, I I I •.�� . • : •. ��� III-i SEE A/S3 OR J/S6--- FOR REINF. INFO. 3" MIN. CLEARANCE V-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS ri SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN SEE ROOF PLAN 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR A' " & LAYOUT DESIGN TOP OF BEAM SEE ROOF PLAN oc OR -' P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALA� — ° a INTERIOR -3 1/2" y CV T CONCRETE NAILS W 1 112' j EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE 0o c F-- 1 !:::::: l=i I I= - M 6 MIL VAPOR BARRIER 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 N ' WWF OR FIBERMESH r, a K S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. s 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8" EXPANSION BOLT @24"O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) G E 6x6W1.4xW1.4 WWF OR FIBERMESH r c I I I I Ell 11I 111 o (2) #5 CONT. ON 3" CHAIRS (TYP.) TYPICAL INTERIOR BEARING WALL W/ UPLIFT rG SCALE: 3/4"=V-0" S3 1 1/2" RECESS FOR V�ARIESj 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) I WWF OR FIBERMESH N I M F STRUCTURAL r BEAM SIZE & 2X4P.T. CONNECTION INFO PLATE �n6^ I I O.S.B. I 2x4 #2 SYP P.T. FRAMING w/ �E, I MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION Z ATTACHED PER NAILING w SCHEDULE oLU M 0'-0" FIN. FLR.� SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"x3" TAPCONS AT 8" O.C. I�ilul»:ItLL SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS •� * v OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. �— SLAB STEP & RECESS 0) S.G.D. M SCALE:3/4"=V-0" \, S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL-\ [LMAT REINFORCING. r ' M 60 GRADE= _ 4 0LLI ;III -III a. °.=1I1=1I1=1I1=1' Z W Q -I 1=1 -III-I 1=1 -I LU 04yj 0 = II II 11 a0. ZZILL 4 I=1 =1 1=1 1=1 1=1I I-_; FOOTING W III I I I -I I I -I I -I I I -I I I IIE I I I -I 1 I- l; 1 1 1 it l 11 it l l� 1 1 1 ,l l-III-III BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3_ � r z M O O Z N QQ a a Z O Ln CD Q) U—) w � p Ow o C!i o CD Mm U ,y 04 �M o) Cl) F—o — U 2-2oM O 'O N = 6 U(D -LI 00 �o-o O v 0 Q rn i rndo A1 N,CB ,D,C BD®� p < 04 N r P N 9 A o OF L )'9Qr� W ESS1 - ,ID ,..��/�ir'QIQ6gt�� 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 o� I4 M ro O Q o un a ^L � Q U QV 00� �" '-' ZE`. H W J� d' M oZ �o Z a �a ~ Cn J w¢.a RZgo Q z 1B I— �Mzz O x w W CL0J M O�N J W ccW° J Q O� Z Z To 5 z -0 0 o� ur)� o 0 s 0 U Q 0 J Q 0� o0z C: U2m� fV O ILL I-aaa oQoa Lu Uj < Q d- F Z N o�o w � w �oZ =<-,_ —j L1J ul 6 Z o N Q u� M <Z aLUZ g ¢ z o h = rn a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. S3 (MONO) 111 1 I I _I I 1- I. a_.,e, Mn­­' 111 (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d DOUBLE 2x TOP TONEAILS SPACED PLATE EVENLY HEADER FLUSH TO OUTSIDE OPTION — — J 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. SL� 12 SEE TYPICAL WALL SECTION (TYP) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER '+�--STUDW/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE • 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK Ir KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP 3" DIA SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (7w ) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE ( ) W/ DRYWALL SCREWS 7 5/8" 81t 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS DRYWALL NAILS 7/8" OVER METAL LATH. FIRST 2 MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK SOLID AREAS ARE LAYERS 3/8" THICK EACH. 3RD LAYER ❑ SOLID AREAS ARE 1/8" THICK. WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD WALL ❑ ❑ TO DRAIN CC DOOR OPENING DOOR OPENING DOOR OPENING 1/2" EXTERIOR GRADE SHEATHING ❑ FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C WALL CLEAN -OUT EXTERIOR ❑ BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) A WALL ❑ ❑ 0/C FIELD SCALE: N.T.S. S4, ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE 71111 SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTAZO @ EA. STUD • MANUFACTURER. MAIN SPAN TYPICAL SECTION THRU WINDOW g MASONRY LAYOUT D MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR S4 SCALE: N.T.S. S4 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 145 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E 5/8"DIA x 8" J-BOLTS AT 6-3/4" Al -VA" 71" AND 96-3/8"ABOVE GARAGE KNOCK_OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. S4 CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) ° $ aI. RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO a BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. ° @EACH END Q WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE d. THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN g STD. 90 HOOK 8,t a ° a DOOR STOP PSPN516Z w/ (12)16d NAILS SEE PLAN FOR MORE INFO w TOP SPLICE z ¢ a a Q MOLDING 2 ROWS 10d @ 3' O.C. (14 ° ° 18-10d NAILS LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS 2x TOP PLATE V GARAGE • NAILS TOTAL) EA. SIDE OF A8„ SPLICE STAGGERED GREATER THAN 6'-0" WIDE (U.N.O.ON 2-16d NAILS @ 24" O.C. OR DOOR N ° ° PLAN) EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. r W/ DIA. X 12" EPDXIED ATR W/ MIN. 8" EMBEDMENT OPENING *MAX 5/8" W/ 5/8" W.A. W/ 2x STUD @ 24" 10d @ 8" O/C Q/S, 5112" MIN. EMBED r O.C. MAX. FILLED CELL W/ (1) #5 VERTICAL PROVIDE P.A.F. NAILS OR SEE FDN. PLAN FOR LOCATION 2x P.T. PLATE EQUAL @ 12" O.C. A STAGGERED FROM BOT. 9 UPLIFT= 4290# (SPF / SYP #2) SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK EXTEATTAC OALSTUDS W/ TOENAILS REINF. INFO. a. W/MOUNTING ANGLE 4�16d TO I P PLATE NOTES: IT NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: 10 FILL LINTEL AND ALL CELLS ABOVE LINTEL.OVER FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM SP LIC STUD ` NOTE: FOR BEAM DEPTH 22", PROVIDE A4" x 4" INSPECTION TYPICAL INTERIOR NON- AT LEAST 4'-0" LONG. TYPICAL _ - - PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL rM USP HTT16 N O ERIFYPROPEHAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 •7 BLOCKING (TYP.) SCALEY.: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 OOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS USP nc UPLIFT CONNECTOR (SEE SCHEDULE) 4 OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. D LINTEL ASSEMBLY G SCALE: N.T.S. L+ A 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' 1 (2) (3) (2) (2) (1) USP LSTA30 9' -16' 1 (3) 1 (4) (2) (4) (2) USP LSTA30 FFUSP SPT4 SPT24 USP SPT4 SPT24 SP SPT4 Lisp ROOF TRUSS ABOVE 2X STUDS @ 24" O.C. 2X TOP PLATE 2X BLOCKING OVERLAPPING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE TRANSOM FRAMING INTO TRANSOM FRAMING 10d NAILS @ 6" (2)16d TOE NAILS EA. BLOCKING STAGGERED WIDTH OF OPENING VARIES 4° FARM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION 2X P.T. PLATE SEE SECTION AA/S1 2X8 WALL ABOVE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS AND BB/Sl FOR ADDITIONAL DETAILS to ENTRY 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL WITHOUT UPLIFT I FL, . I SP SPT22 K.O. BLOCK W/(1) c er w T SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION USP SPT4 RECESS SP SPT4 USP SPT4 -BOLTS @ 24" O.C. MAX FILLED LINTEL 5/8"X10" J-BOLTS 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE 5) T-0" O.C. FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED a a a MASONRY WALL 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. 2x CRIPPLES @ @ 12 O/C FOR 2 x10 OR Q 2X8 P.T. BOTTOM P TE G' GREATER HEADER KEEP STIFFENER BACK FROM SIDES ENOUGH 16" O.C. W/ (2) 12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. USP SPT4 w/ (6) C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 %" @ 24" rT� USP SPT4 SPT24 SP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. (2) 2x HEADER SEE PLAN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER 10d NAILS @ 4" MOUNTING BASE SHOWN 10d NAILS @ 8" q 10d NAILS @ 6" O.C. IN POSITION GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) STAGGERED STAGGERED ONLY 12d TOENAILS. TRANSOM FRAMING 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x EXTERIOR HEADERS C BEYOND. C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET CRIPPLE STUD TYPICAL U N 0 (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING NAILED INTO TRANSOM d �8x8x16 ( ) LARGER THAN 4 ft (2) 2x FRAMING PLYWOOD GARAGE DOOR ROLLER GARAGE DOOR TRACK SILL PLATE W/ MP3 CLIPS EACH SIDE TRANSOM FRAMING SEE SECTION AA/S1 AND PLYWOOD FASTENED TO TRUSSES c E SHEATHING CONNECTION ASSEMBLY �-2x STUDS TYP. BB/51 FOR ADDITIONAL WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES S4 B GARAGE FLOOR TRAVEL DIRECTION OF DETAILS & 8 O/C FIELD ..........:........:....... GARAGE DOOR USP HTT16 TYP. U.N.O. SEE N/S ** USP PLYWOOD HOLD DOWN CONNECTIONS SPT22 SHEATHING Op��O,Q NOT REQUIRED @ BEARING MASONRY MOUNTING BASE DETAIL Q WALLS NOTED WITHOUT UPLIFT RECESS LINTEL /iSP SPT4 USP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. / MAX. (MIN. (2) PER BOTTOM SCALE: N.T.S. a SPT4 PLATE) POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE a o .. ° 5/8T DIA. ATR EPDXIED BLOCK WALL. RECESSED SPACE TO BE 2 ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. SHED FORWARD THIS DRAWING. WALL HEADER DETAIL FRAMING DETAILS ABOVE ENTRY rR r.AMrrwI ItTr•r11./1r1 r'1 r'1/ATI/1\1 SCALE: N.T.S. SCALE: N.T.S. S4. 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SCALE: N.T.S. zM❑ o _ z° z� Q ❑ z Q) v� 11(z 4--J w l) U — O w V) 0 = Cn CM �m^ ;1� O o U Ll! h-- E a)co q) cM NAM _U Ooo N LL co � d 0 0 oV Q rn rnQ o A1 B D. N,C ,B ,DC eefi !4 Fi e c,Zq_ No�a�± ei p 2 O �VJ 4 w L cn r -, L o �✓` Y A a� N �, IL m `. W, 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 ON Z ONn 1-•-1 +_+ p r>Ln -+ M O Q � M Lr) a (n Ln Q" U_ CL M U z 00 Q z E Z J W ko d- oz �o �o za LU zoo ZLuW� �owZ Y J a S�V'o W �Wo oZ zz }o <z r-1 Z 5 z � z Q) � U U) J 'a 'Wx 'oLL z PRO ,•�I W LL10 S U�ma N J Z Q a z Lu N I.n uzF tea°: _I W �„pzo E¢a cV M 2: Q Q z �~S w z L a z o ^ g = J 0 az uj r, T-I a UO SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 o SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL 4" OUTLOOKER 2"x @ 24" O.C. 7EA. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ TOP CHORD SHEATHING DETAIL OUTLOOKER 2"x4" BLOCKING FOR '• •�• OUTLOOKER FIRST FOUR @ 24" O.C. ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 48" O.C. EACH JOINT W/ (3) 10d @ 8'-0" 0/C. EXTEND LEAST 90% OF @ MAX. & (2)10d TOE NAILS @ AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH &NOTCH @ EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d ' 7/i6" OSB SHEATHING & (2)10d TOE NAILS @ Nz FROM LEDGER TP — ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 "T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8„ x 10„„ J„ BOLT @ 32 O.C. MINIMUM 6 FROM USP HTA20 OR EQ. @ 6'4" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EATRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER . 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SP HGAM10 W/ (4) 4"xi-3/4" WEDGE OLTS & (4) SDS 114 1 1/2" SCREWS REFER TO DETAIL J ON SHEET S5 FOR N r SEE STRUCTURAL— X-BRACING, AND TOP T M x NOTES AND NAILING CHORD BLOCKING N SCHEDULE FOR 00 INFORMATION CID°° SHEATHING DETAIL 111,2 1/ 2"x4" CROSS BRACE WOOD TRUSSES ;0 oo APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 1 1 2 1 1 2 x 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF 2X4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL TRUSSES FROM EA. O/C W/ 2 -16d END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. r 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARIG LOCATION B.OU C., SAMEON INUM ER OF ROWS SAMELS. (ONE INTO EACH SSPAC SPIDE ACING) OF D ) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) j 10&3" O/C @ 2"x4 TOENAIL 6" O/C RUN W/ (2)16d TYPICAL (2)16d PER NAILS JOINT .,,,... ,..�.,. ..., , ....., ,,.,. ,......­2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12 6.9 MAX. S5 GABLE TRUSS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. S5 PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL —\ NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL . OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE ' 2x4 CROSS BRACE APPROX. APPROX. 8" FROM USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48"A 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 "T' ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 BA W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C NAILS @ 24 O/C TOP CORD WOOD TRUSSES 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" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" - JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL—/ I BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 `-MINIMUM (2)16d PER JOINT `-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" Q.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. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE -� FASTENED WITH (3) SECTION 4, 16d PER SIDE SCISSOR GABLE "T" BRACE SCALE: N.T.S. ���5 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" 0/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION UNEVEN CLG. rE SEE TYP. WALL SECTION FOR SCALE; N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (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. @ EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 , r- CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. s �IW■I� � NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS LTOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION (D !�2 z co — o Z (0 z� Q J z O 0 Q� Cn 4—J Lu •U — O u-' I�I v, F- o O M o U m rr °, M LJ..1 C f° cMo = ai U0 ti 00 Sao �- ,n ov <!; rn rnQ o III N C B D C tea° C B D. E���� N fLL N O..C" . r ° JtAA " .p o .�.� N o ..� Z 4 *N✓��rfSk p� W c h StWWCa 6 R U ❑❑ 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 O � Z 0 O > U) M O M Q � coLn z " 2: m N < N LL Ln fl. \e-s ro cl�CD- 0 Q E� z� � WLU J C) d' 0z �o Ca zQ� d z 8 0 U z CE w it 0WZ W O J 0. LO 8W2 w CoW�o o } z zo >¢ z Z � Q c6 J 8 0 Z O > I. 0 U i7o 0 z J a� o26 <l—o J Q Y x o c5i. U2 N 0� *k ^ z of W<;� Z d' <E�o Z r*4 LLI Ln LU Q a Z > �° 2Wo LLY< a z N fYi Z z a V)z DO O h� • J ILL! Z ¢ z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2v0 SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. __ TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS MAX 8„ PROPER INSTALLATION DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR P, ) ' GLUED CO ATTACHED WALL SHEATHING TO PLATE W/ 8d 1 X 4 „ „ 3-1/4 LONG X 3/16 FURRING „ „ 3/16 � X 3 LONG „ „ FURRING 3/16 f?� X 3-1/2 LONG TAPCONS FURRING F2X8 #5 REBAR@ (TYP,) AND NAILED W/ d COMMON 6 O.C. EDGES AND 12 O.C. FIELD 2X BOTTOM @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO � 4D.90° 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH „ 1-1 /2 DETAIL MASONRY THROUGH �� 3 DETAIL HOOK (TYP.) STD. 90^ ` @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE „ 1X4 P.T. NOTE: O.C. & 4 FROM 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL LAP SHEATHING TO EACH END W/MIN DOOR JAMB (REFER 2"EDGE DIST. TO SHT. SDW2-K1 DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 CONN. DETAIL ' ` BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS 4 FOR CONN. DETAILS 10d @ 12" O.C. TE FURRING 2X8 P.T. WITH 3/16"0 X 3" +_2n e NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. W/4-SDS 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D LONG TAPCONS P.T. STAGGERED @ 16" O.C. 2X8 ` EDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL t5^ NOTCH WEB AT THE FIRST 2 COURSES BOIL S INTO K.O. BLOCK L BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGSCC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH 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"q 8" 1-PLY PRE-ENGINEERED TRUSS SOLID W/GROUT f 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS n n 1 1 P RT16M W/ NA11 NAIL & 6 x2 US 8 S O () BLOCK HEADER ARCH BLKG. & BUCK - a a n TAPCONS „ 1/2 DRYWALL *: (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 12" NAILS AND 8d NAILS AT 8 O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON THE 1„ _ (4) a X 1 a WEDGE BOLTS [ (1) STRAP -1225 # , 2 x 8 45^ DIAGONAL (4)10d NAILS INTO BRACE(S) INSIDE TO ALLOW FOR INSULATION - �: (2) STRAPS 2450#]) �. '. 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 H 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR " FURTHER INSTRUCTIONS. ' ' ` °� •'•;•' ' •. ' •• ' SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERHAN ` b ... �• °. CONNECT W/ 8d NAILS BRACE/ BLKG. .. N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHO\_2 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -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 4Yz' WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY X O (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 + + + cFN�ry PLYWOOD SHEATHING rr rr 11- 0 51- 0 JACK TRUSS PROVIDED BY SEE TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + + + WISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION BLOCKING AS + ° � WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED ' EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT • ° o.. 14" MAX 2'-0' 8 �� TRUSS + SOFFIT + ° 4 D ? gip• > #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS () + 10„ " ° 9 4 ° CENTERED W/ BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP r r, e • . ° ""� IN TOP c 1 X 4 FURRING EACH TRUSS n ; ' KNOCKOUT / N ° ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR '� MONO FOOTING ' x VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" (3) 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN � AND SECTION DETAILS -I 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 TO BE INSTALLED ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT MAX SEE PLAN ° BUILT UP PLWD. BUCK - 4'-0" PRECAST LINTELJ ° . STANDARD o , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° 90' HOOK N TO FIT ARCH CONNECT W! IF TRUSSES USED) W/ (2) #6 X 4'/V WOOD FOR OVER HANG FILLED CELL -' 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX.4'.0") '► • `- ' ' ' :. ��• �. �' _. �, BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" ° `� INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. 11 '' N'� `' v'" '' I'� '' ANCHOR INTO ARCH BLKG.STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ENTRY L SECTION @ ROOF EXTENSIONrm_�� REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 314" =1'-0" js SECTION DETAILS SCALE: 3!4" =1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION, EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 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"DIN ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. / o EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_0„ \ 5" EMBEDMENT & 3"MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F'F' EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP �- IL NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• p THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL v a A REINFORCING AS FOLLOWS: * ^ SEALANT ""``''"` + " '" '' `±~ •; • v ..' c • — � �—� I I I=� � 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. `` ' ` ' ,'� `'° g . �( �(� I = g v z 5X6' EMBEDDED INTO * V -::.,::. ;.; ,' ;r. r : 6n MIN. LAP SPLICE W/ '.,.:.,:':: ' o 'I _ y EXISTING FOOTING 2-#5X6' IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL SMOOTH. DO NO FURROW. - ' ''''`• _ ;;• = -P 'i' '' :• '' REINFORCING PANEL `'<'': '' ' :::`' .; `.:: F;:' I� I T- °'°"�' Cn N FILLED CELL ° DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING- DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. _ l�''';`;`';;.'.'' `'" „ `;"'...,: 6 MIN. LAP GRADE SET BAR IN EPDXY ;. "•' O °' G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST "_ ` SPLICE > REMAIN FREE OF MORTAR. H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS NOTE: SEE GLASS BLOCK INSTALLATION NOTES. "' z TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° \tea ;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. COVER EA. WAY S � V 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. Z M o O _ z(D z Q a z v3 �—� w U _ 0 LLJ G h- o M I— U O m o M L V .:spat F••- p a) C n 3 Cl) f`:O M C N v U� °tL00 .Y 0Qo u7 O •d• < 0 0)Qo N C B D C CQ o^"� d .�. y, hl.l N N y LLZ,NE*�0 W o ❑ To the best of the Engineer's knowledge, information, onand 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 ow I� P-4 :' O > U) M O M Q -v Ln a •L v N L_ LL <C Ln Q � U Q� Z J � W oz V) N z a << zoo U Z U72¢ nzz p L4 Z Ilex J Ov Lu m�© ou z0 z z z -0 CY) a cv } rl z U _ U.)uj J Q o "- oz p O V N d Zaz� W�ZQ Q �oW� � 0 � z N azo ��oz J L11 Q LLJ Q Z o W a PF� 0 z N M Ztu V z J p o ,� g _ a z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SS 11 *DIAGONAL SPACED AT 15'-0" O.C. MAX SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES BLOCKING SECT. A -A A I '. CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.)_ SCALE: 1/2" = 1'-0" G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT (� OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. N TRUSS USSES \LI (2) 12D NAILS --'' AT 12" O.C. MAX X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB HIP/RIDGE BLOCKING DETAIL r2 SCALE: 1/2"=V-0" HIP G.T (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = 1'-0" JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. r I BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @cy ENTRY FRONT WALL s SCALE: 1/2" = l'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. USP LSTA18 PLAN (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE VERTICAL SCAB w/ MIN. (4) 12d WHEN 2 x 6 #2 SPF 48" O.C. CENTERED @ SPLIT TO TIE USP HD4101F BUCKET SEE ROOF PLAN FOR ( L.SEE FOR CANT. IT LANDS NEXT TO 10d TOP & BEAMS TOGETHER MORE INFO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS B T 2x8 . NAILED @ EACH BOTTOM USP RT7 �— COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d w/ (3) /L I — OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & W/ (14) -10d X 1 1/2" EACH SEE FLOOR PLAN FOR SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE 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 SEE FLOOR PLAN ZE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON M A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. COLLAR TIE 2x4 #2 SYP NAILER. NAIL EVERY 3rdLj-7/16" & ADDITFOR IONAL NIFO. SCHEDULE/PLAN 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER OSB FLITCH PLATE SEE FLOOR PAN FOR TO STUDS w/3-16d @ LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATED ONBM OPTION B CONNECTION INFO OPTION A OPTION C EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR O.C. MAXIMUM. 2x4 SPF 2 SCHEDULE/PLAN SHEATHING ATTACHED PER NAILING SCHEDULE 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON B M TO POST ATTACHMENT A SEE 2ND FLOOR WALL SECTION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. . FOR ADDITIONAL INFORMATION DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. pg B FOR BEAM SIZE & BM. SPLICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. CENTER OF POST DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) PRE-ENG. TRUSS A A 2X4 BLOCKING SEE PAN FOR 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF BEAM MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. v DIRECTION TYP. A DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" MAX WOOD TRUSS �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PAN FOR TYP. U.N.O. • THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d SEE FLOOR PAN FOR INDICATED LFUSP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 ADDITIONAL INFO._Ly_ TRUSS TO LEDGER FRAMING 2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN ANDJ/S6 FOR MORE T & B CHORD STEEL OR WOOD MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN BEARING SUPPORT o. 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/D2 FOR BLOCKING A -A ALTERNATE BLOCKING CORNER (4) NAILS EACH SIDE) INFO) SEE FOUNDATION DETAIL @ INTERIOR BEARING 5" PANFOR MORE INFO MO AL) WALL 3 SCALE: 1/2" =1'4' COMMON B M . ATTACHMENT 1 g J WOOD TRUSS 44 `4 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SECTION AT LOW ROOF 9 SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2" = 1'-0" SCALE: 1/2"=V-0" OIL VARIES O.C. IT X ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ USP SPT22 C� ATTACHED PER ADDITIONAL NAILS AT TRUSS BASE & SPT24 @ TOP 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER 4" ON INFO. INFO.VALLEY 2x BLOCKING BETWEEN 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER STUDS TO TRUSS W/ 2 ( ) TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAILS EACH END STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE ( BETWEEN TRUSSES (2) 12d NAILS TO EACH ATTACHED PER NAILING NAILS TO TRUSS BOTTOM CHORD SPF TOP INFORMATION. J/S6 FOR MORE INFO. GABL LOW ROOFNVALL VERTIVLS STUD) SCHEDULE PLATE TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ USP MTW12 TO BLOCKING ROOF SLOPE USP LSTA30 OR MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. WOOD WALL GIRDER BELOW @ 16" EACH COMMON TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ O.C. TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR NAILS EACH SHEATHING ATTACHED a STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP PLYWOOD I, 3 12d TOENAILS TO °<, HTA16 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 " O.C. TO GABLE @ 4 -0 MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a TRUSS W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a COMMON TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION SEE ROOF LAN RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE p 16" O.C. MAX. as FOR COON CTI EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. �� SECTION @FLOOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY s CONNECTION K22 SECTION AT HIP GABLE SECTION @ BUMP OUT 39 SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = l'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" K::::�) DETAILS & SECTIONS CD Z M 0 z� Q OJ Z V)'' U' Q) Cn w � p °U — O LU E o CO Mo V) r m� U 11J Fr E --0 a)M C� w CO mach Oo� O _ �C__u.Co OD 1 0-o Lr) O Q m CL ch Q O A1 N.C.B -DC �e\a���,n N a N T! `r o �•••:A:� �E—.� ; . LLt 07 _ u LL UP QN� 0' N gsf El 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 Z No 0 O � M O Q U Ln 0C U Q � Q � � � � Z W _j� d- J 01 L za za airy p 8 0 U z02Wrg 0 w z LU U) C) W 10 W O Z pCZ oZ ZZ � z -°v 0) U N T� LU F- 0 O V > 0 a �Lu o°o Ll.l k N 0 Z < uj a Z W N Lli LLI a a � 0z 0 a LL 0 J �.{ W Q a 8 o 0W8 Lu N M Q Z Z ~ <�z 0, z m Z g = "o aZ ul SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2sO SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. p ^' ^ "" WEATHER ✓E BARRIER & IARILY SECURE WEATHER WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weatl barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW r L.r�an u�� r van a via EXTERIOR SHEATHING WEATHER RESISITIVE BARRIER ED FLASHING E0 SELF -ADHERED FLASHING E 4M 0 WEATHER RESISTIVE BARRIER WOOD FRAME CONSTR. SELF -ADHERED FLASHII. BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) 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 SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER O SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 8 z i 2 4 5 4IT icm) 3ED FLASHING ►TH 0 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING a RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE r- SELF -ADHERED FLASHING F_ SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground (�- SELF -ADHERED FLASHING SELF -ADHERED FLASHINGM1610 FOUNDATION WEEP SCREED DECK JOISTUIT' OUTSIDE CORNER O FO 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 -re istant sheathing g paper. One layer of No.15 asphalt felt free from hole s and breaks complying with ASTM D 226 for Type l felt t 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 FMANVDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 31/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL NOT USED ■ NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all 0 Z o CO z� Q O a Z Ln 0 W (n -I-J L u M ' U , 0 L„ I- E -a)- LO 0 ho ~ U m I- M LLI �- E _u N C M M [2 .a N Ooo = ai LL CO U� Of `e Qo LO O t Q°o� rnQo A1 B D® N.C.B.D.0 � N N N v co to o rn d o Go Z WoZM N N ZJ...�.. M �!- LL .- O-Ii mix Ll �W (� N f] N W - V a' 'ii $ w Lu a EL � Z vrnm N � 5 � z m C2 LLZ NS,a ,4W aNaM� �o OU VO ❑❑ 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 0 Z N O aj r\ �--+ 4_J o M O t j ry LLnn aV) 2:v u- Ln F- a � M oC U ra q 00 Q C � (D LijZ W Z O �o Z Qa } F . Z � � �Z�O EOww� p w Z V O - W I U mZo ZW o� Zz 1- QLU 0 E Z 5 LL. un 3 Z (Q O g 2: 1'--I O O U ul IZ CL cc 0 a 9LU M o - UJ � � X06 N Q 3�: I;0m� Z°adoa Ua Z N ou-o Z Lu V) 0 �¢ N Q M Q Z Z <LUo a0Z aZ z O � Q J = uJ az rn +--t a cn Z SCALE : AS NOTED DATE : 2/24/2014 TECH: M3AMES VERSION NO. 2mO SHEET NO. W P 1, r Cn Ca N > � 2 USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report Q O LU Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis C CU -0 0- CA Cv (a (a Fn O O Q () 5- a O CU p > .� -0 E p CI)Q CCU �/�� C_F- . _ Q �J z � _ 0 Ste. O Q �' U O L V! V m I- O L Lu Q Z Z Q J SHEET NO. PA 1.0 HTD. _ Cn r4 s r---- W o rt ANCHORS Simpson Strong -Tie see chart RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 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 Q cn C6 2 - CL N tL Q /2 �_ co -0 Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 _ CY) Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 V Co -Co •� Florida Department of Business & Professional Regulation Page 1 of 2 V -0 Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/92017 Q •O -0 O a)FL#15225-R3 FL#15000-R2 Product Approval Application Detail O 0 EL o Code Entity or t Date Date Date Pending Date Code Entityor Contact Engineer &License Date Date Validated Date Pending Date FL#15332-R3 Products L;,- 4- Q j Type Versio Manufacturer Contact Engineer &License Validated BY Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Validated By Submitted FBC Approval Approved Status C Q Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 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 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design , D E Q Category: Exterior Doors g ry: (419 298-1740 Management ) } g (813 767-6555 Category: Exterior Doors (419) 298.1740 PE-43409 (813 767.6555 ) Se # �- Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure � L L SubCategory: Swinging Exterior Door Assemblies g' g ric kw� wbldgconsultants. SubCategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED O 12/3112017 X No Yes No N/A Q 2 0- Compliance Compliance Method: Certification Mark or Listing com Compliance Method: Evaluation Report from a corn XO, XX 96&quot;x96&quota 4- }+ U 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 N/A r A FL#15225-R3 Products Professional Engineer 143&quot;x96&quot; V J Quality Assurance Approved for Use Approved for Use Impact DeSl4n 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12/31/2017 No Yes No NIA Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15000-R2 Products 8 SERIES 430/440 ALUMINUM SGD 146&quot;x96& quota SERIES t;x96&0 ALUMINUM SGD XXX 12/31/2017 No Yes No N/A 5 e. &quot;Smooth-Star&quot; and &quot;Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12/3112021 No Yes No N/A 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 12/31l2017 No Yes No N/A 6 f. Construction Series&quota, &quoark a 6/8 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 No Yes No N/A 1 a. &quot;Fiber-Classic&quot; or &quot;Smooth-Star&quot; 6&#39,8 &quot;Non-Impact&quot; Opaque Fiberglass 12/31/2018 Yes Yes No N/A XXX 143&quot;x96&quota ries& uot; d Series&quota and &quot;Benchmark by Therma-Tru&quota b rma-ru Transoms. With and without Sidel tes. Inswing and with Transoms Outswing Door with &amp; without Sidelite(s) - OutsWng (X, OX orXO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 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 1/102017 Product Approval Application Detail Code Entity or Date Date Date Pending Date Product Approval Application Detail Type ersio Manufacturer Contact Eno ineer& License Validated By Validated Submitted FBC Approval Approved Status FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 Approved FL#11537-RS Code Entity or Date Date Date Pending Date Category: Doors (513) 7 2 Inc. (513) 519-6566 Coe Entity or Date Date Date Pending Date Tvpe Versio Manufacturer ContactEngineer & License Validated By Validated Submitted FBC Anproval A roe Status SubCategory: Sectional Exterior Door Assemblies ry:ExtSectional dill@ rrrvvesterfield@ciopay.com Type Versio Manufacturer Contact Engineer &License Validated ev Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sit i er Luis Roberto Lomas Steven M. Urich, PE � 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved PP 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 07/27/2015 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 Design SubCategory: Exterior Door Components nelson.kraschel@doorgro Florida Registered Architect or a Licensed Florida Compliance Method: Certification Mark or Listing up.com Professional Engineer Sea # 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, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174; W5 Garage Door PSF Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance ss Approved for UAd se Approved Use for U I act r r Design 42B, 55S, GDSS, GD5SV, GR5S, GR5SV, AR5S, AR5SV, EDSS, EDSSV Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Seg # Product Model. Dumber or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ ResistantPressure 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 N/A 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12/31/2017 No Yes No NIA 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (97' 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 12/3112017 SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No No Yes Yes No No NIA N/A 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GDSS, wide) WINDCODE&#174; W5Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/31/2017 No Yes No N/A GD5SV, GR5S, GR5SV, AR5S, AR5SV, EDSS, EDSSV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 W6-09 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" 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 12/31l2017 No Yes No N/A 4RST, 6RST, GDSS, GR5S, AR5S, EDSS VNNDCODE&#174; W6 Garage Door PSF CONTINUOUS HEAD AND SILL 881/8X72 102 102 W6-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, 4RST, 6RST, GDSS, GR5S, AR5S, EDSS Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'2" 05/21/2028 wide) WINDCODE&#174; W6 Garage Door No Yes No +37 PSF/-41 PSF Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 O Product Approval Application Detail Building Codes and Standards 1/92017 FL#15278-R4 Product Approval Application Detail FL#15288-R2 Code Entity or Date Date Date Pending Date CIO Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15333-R2 Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger 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 (717) 365.3300 PE-62514 (717) 317-8454 Code Entity or Date Date Date Pending Date Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed bsitlinger@miwd.com Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status SubCategory: Horizontal Slider bsitinger@mWd.com Compliance Method: Evaluation Report from a Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/2912015 06/19/2015 07/05/2015 08/19/2015 Approved Compliance Method: Evaluation Report from a Registered Architect or a Licensed Florida Florida Re 9 Category: Windows (717) 385-3300 PE-62514 (717) 317-8454 Florida Registered Architect or a Licensed Florida Professional Engineer SubCategory: Mullions bsitlinger@m1Ad.com 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 Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#'15333-R2 Products Sea # 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 96X48 FIN 12/31/2017 No Yes No N/A 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design 72X54 FLANGE Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant 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 PW NI 96X48 12/31/2017 No Yes No NIA 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 1213112017 No Yes Yes N/A 72X54 FLANGE 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/3l/2017 No Yes No N/A 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No N/A SLIDER 9 SERIES GA 505 ALUMINUM PW PW NI 72X72 FIN SERIES GA 505 ALUMINUM PW NI 72X72 FIN 12/31/2017 No Yes No N/A ^ ` VJ 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12l31/2017 GA 198 No Yes No N/A SLIDER V ) O CC O L_ U �ls � O Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards 119f2017 Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 C W Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (n ICU FL#13192-R4 FL#15272-R1 FL#5444-R70 ■ ■ Code Entity or Date Date Date Pending Date Code Entity or Date Date Date Pending Date Code Entity or Date Date Date Pending Date 0 Type Versio Manufacturer Contact Engineer & License Validated BY Validated Submitted FBC Approval Approved Status TVPe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type V rsio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status < Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawra John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Ap roved P 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 Pendin FBC A roval 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 nthompson@alside.com SubCategory: Asphalt Shingles mark.d.harner@saint-gob Compliance Method: Evaluation Report from a die.com Compliance Method: Evaluation Reportfrom a Compliance Method: Evaluation Report from a ain.00m 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 FL#13192-R4 Products FL#15272-RI Products CU FL#5444-R10 Products W Quality Assurance Approved for Use Approved for Use Im Pact Design Quality Assurance Approved for Use Approved for Use Impact Design 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 Quality Assurance Approved for Use Approved for Use Impact Design 1 Cemplank Lap Siding fiber -cement lap siding 01101/2018 Yes Yes N/A NIA 1 a. &quot;2T&quota Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A NIA 2 b. &quoY,Allianc. T4&quot; Soffit Vent or Solid Vinyl Soffit 12/3112018 No Yes No N/A 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes NIA N/A z V/ architectural asphalt roof shingles Z Q J d SHEET NO. PA 1. 1 4 -0 N U) Ca N Q-C- � F L Florida Department of Business & Professional Regulation Page 1 of 1 Q O Building Codes and Standards 1/92017 C[iCL Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 .� Building Codes and Standards 1/92017 Building Codes and Standards 2162017 Product Approval Application Detail co=3 Product Approval Application Detail Product Approval Application Detail FL#5219-R3 —0 Q -0 •Q ja 2 FL#12328-R7 Products Code Entity or Date Date Date Pending Date Q for Use Impact Design FL#21675-RO Tvpe Verslo Manufacturer Contact Eno ineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE O510112015 04/29/2015 05/10/2015 06/23/2015 Approved Q 0 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entity or Date Date Date Pending Date CU �1--� 6 No. 15 UL Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 Q � j New 2014 HomeGuard Building Products, Inc. John Cheslak IntertekTesting Services NA, IntertekTesting Services 02/01/2017 01l2512017 02/03/2017 SubCategory: Roofing Accessories that are an Integral Part the Roofing System flvalidation@yahoo.com Q Q of •— E Q L Approved Compliance Method: Evaluation Reportfrom a U Q L 0— Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida O Search Criteria SubCategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321 Professional Engineer �� � Q. Compliance Method: Evaluation Report from a m FL#5219-R3 Products �` no ,Q V J Q Code Version: 2014 FL #: 12328 Product Evaluation Entity .� Application Type: ALL Product Manufacturer: ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use Impact Design Category: ALL Subcategory: ALL Sea # Product Model, Number or Name Product Descriotion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Compliance Method: ALL Quality Assurance Approved for Use Approved for Use Impact Design 1 1- &quot;Flat Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 88#39;, or 10&#39; 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 N/A 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;, 12131/2019 No Yes No N/A it Approved for use PP outside HVHZ: ALL Impact Resistant: ALL P Tile&quot; 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&quot; 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 1 of 1 LU Building Codes and Standards 1192017 Product Approval Application Detail Building Codes and Standards g 1/102017 Product Approval Application Detail Product Approval Application Detail FL#17202-R1 FL#2075-R7 Code Entity or Date Date Date Pending Date FL#16588-R7 mi Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Code o Tvpe Versio Manufacturer Enti or Contact Engineer &License Validated By Date Date 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 05101/2015 05/10/2015 06l22/2015 Approved Entity or Date Date Date Pending Date Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 TyDe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27l2015 03l09l2015 Approved SubCategory: Roofing Accessories that are an acarter@lomanco.com Affirmation 2014 O'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06/25/2015 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@flamco.com 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#16588-R1 Products FL#2075-R7 Products Quality Assurance Approved for Use Approved for Use Impact Desi n Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use ApprovedOutside for Use Impact De i Sea # 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 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ esi an ressur 1 Deck -Air- DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97.5 1 0&#39;Hagin&#39;s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A N/A 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A Mechanically Attached to Plywood Deck. 2 OmniRidge&#174; PRO Vent PRO4-N Molded Plastic, Roof Ridge Vent Mechanically 07/1012019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. 0 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Q FL#15076-R3 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 1/92017 Code Entity or Date Date Date Pending Date Tvpe Versio Manufacturer Contact Enaineer&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 05/06/2015 04/24/2015 05/11/2015 08/23/2015 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 1192017 ■ SubCategory: Storm Panels tim.robinson@gppent.com FL#7849-R9 Compliance Method: Evaluation Report from a Product Approval Application Detail Florida Registered Architect or a Licensed Florida /fit Code Entity or Date Date Date Pend Ina Date Professional Engineer ■♦ Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15088-R1 Revision 2014 Boral Roofing / MonierL'rfetile Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker 09/10/2015 08/25/2015 09/20/2015 Approved FL#15076-R3 Products Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Impact Design Coe Entity or Date Date Date Pending Date SubCategory: Roofing Tiles thomas.jemmett@boral.co Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Tvpe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm Panels1HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. TillitJr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06123/2015 Approved ■ — Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12f31/2017 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 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 00 - Shake, Slate &amp; Split Shake Flat Profile -Stockton 1231/2018 No Yes N/A N/A Code T e Versio Manufacturer Ent or Contact Enaineer & License Validated By Date Date Date Pending Validated Submitted FBC Approval Date Approved Status FL#15088-R1 Products 14 9 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 Impact Design 15 Saxony 900 - Country Slate, Shake, Slate &amp; Split Flat Profile - Lake Wales 12/31/2018 No Yes N/A N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12/21/2016 Validated Seg # 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 N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12131/2018 No Yes N/A N/A SubCategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Compliance Method: Evaluation Report from a }� 24 Villa 900 Medium Profile - Lake Wales 12131/2018 No Yes N/A N/A Florida Registered Architect or a Licensed Florida 25 Villa 900 Medium Profile - Denver 12f31/2018 No Yes N/A N/A Professional Engineer 26 Villa 900 Medium Profile - Stockton 12/31/2018 No Yes N/A N/A FL#15076-R4 Products Sect # Product Model. Number or Name Quality Assurance Approved for Use Approved for Use Product Description Contract Expiration Date in HVHZ Outside HVHZ Impact Resistant Design Pressure v, 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12131/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. O 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. O L 0_ U Florida Department of Business & Professional Regulation Pagel oft Q Building Codes and Standards 1192017 L_ Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 ii Product Approval Application Detail Cn Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 FL#12856-R5 Product Approval Application Detail Product Approval Application Detail (n Code Entity o Date Date Date Pendino Date ICU Tvpe Verslo Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status FL#17869-RO FL#1999-R5 co Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/22/2015 Approved Category: Shutters SubCategory: Storm Panels (954) 493.8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Code Type Verslo Manufacturer Entity o Contact Engineer & License Validated By Date Date Date Pend Ina Validated Submitted FBC Approval Date Approved Status Code Tvpe Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved 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 08/18/2015 Approved Revision 2014 ITW Building Components Group Inc. / Paslode Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 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 n Professional Engineer SubCategory: Storm Panels mikeb@allamericanshutte SubCategory: Truss Plates sleWs@alpineitw.com FL#12856-115 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 L� Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer FL#1999-R5 Products ICU Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 0.050&quot; Aluminum Storm Panel 0.050&quota Aluminum Storm Panel with Optional 12131/2018 No Yes Yes WA FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact Design U j Clear Panels Yes Yes +54/-54 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 2 &quot;Safety Edge&quota Storm Panels &quot;Safety Edge&quota Storm Panels, 28ga 12/31/2018 No Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H &amp; S) Metal Connector Plate 12/31/2020 Yes Yes NIA N/A (0.018&quot;&quota) Steel, 0.022&quot; Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12l31l2017 No Yes Yes N/A 2 ITW BCG Hinge Plate Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Q and Non -Pert) Clear Polycarb (Full and Half) 3 ITW BCG Trulox Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Z 3 24ga Steel Storm Panel 24ga (0.0232&quot;) Steel Storm Panel with Optional 12/31/2018 No Yes Yes +100/-100 4 ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Clear Panels z 4 Aluminum Hinged Storm Panel .050&quot; Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Panel Q J 11 SHEET NO. PA 1.2 C L FL#2197-R5 code TVDe Versio Manufacturer Revision 2014 MiTek Industries, Inc. Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2197-R5 Products Sea # Product Model. Number or Name 1 M18SHS 2 Mil 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-R8 Code Tvpe 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 TJ1230 4 TJ1360 5 TJ1560 6 TJI/560D FL#1774-R4 Code Type Versio Manufacturer Revision 2014 Commercial Concrete Products,lne. Category: Structural Components SubCategory: Products Introduced as a Result of 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 1 Quality Precast or Commercial Concrete Products Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity o Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30t2015 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 N/A N/A 16 ga. truss connector plate 12131/2017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 12131/2017 Yes Yes N/A N/A 20 ga. truss connector plate 12/31/2017 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 1/92017 Entity or Date Date Date Pendina Date Contact Engineer &License Validated By Validated Submitted FBCApproval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253) 9244084 (608) 839-1344 ji m.anderson2@weyerhae useccom Quality Assurance Approved for Use Approved for Use Impact Desion 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 NIA 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 03/3112017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Robert Gillis THUY H. HUYNH (813) 659.3707 PE-60122 precastgator@yahoo.com Product Description Precast and Prestressed Concrete Lintels Validated By Florida Engineering Solutions (352) 588-5311 Page 1 of 1 1/92017 Date Date Date Pending Date Validated Submitted FBC Approval Approved tatus 07/03/2015 06/24/2015 08/2012015 08/26/2015 Approved Assurance Approved for Use AD Quality A roved for Use Impact Desi n p Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05/25/2024 No Yes N/A N/A FL#1644-R4 Code Tvpe ersio 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 Sea # Product Model, Number or Name 1 Versa -Lam Search Criteria FL#6527-R6 Code Type Versio 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 Microliam LVL 3 Parallam PSL 4 TimberStrand LSL FL#6527-R7 Code Type Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R7 Products Sea # Product Model. Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board FL#5450-R5 Code TVDe Versio Manufacturer Revision 2014 Powers Steel Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Seci # Product Model. Number or Name 1 PSbox8LT, PSbox8LT(5-5/8) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1192017 Entity or Date Date Date Pending Date Contact Eno ineer&License Validated By Validated Submitted FBCApproval Approved s statu Robert Taylor ICC Evaluation Service, LLC APA -The Engineered 05/27/2015 05l06l2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 01/01/2035 No Yes NIA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity o Date Date Date Pendina Date Contact Engineer &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 07/30/2015 Approved (253) 924-4084 (608) 839-1344 j i m.an derson2@weyerhae useccom Quality Assurance Approved for Use Approved for Use Impact Desi n Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Structural Composite Lumber or Oriented Strand 03/3l/2017 No Yes N/A N/A board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes NIA N/A Parallel Strand Lumber 03131/2017 No Yes N/A N/A Laminated Strand Lumber 03131/2017 No Yes N/A N/A Entity r Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Aooroved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10125/2016 11/05/2016 Approved (253) 924-4084 (608) 839-1344 j i m.anderson2@weyerhae user.com Quality Assurance Approved for Use Approved for Use impact Desion Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 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 03131/2017 No Yes N/A N/A Structural Composite Lumber or Oriented Strand 03131/2017 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 Entity or Contact Enaineer & License William powers Steven W. Schaub (602) 437-1160 PE-60509 bill@powerssteel.com Product Description 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, P.E, (813) 645.0166 Page 1 of 1 1/92017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 03/26/2015 03/23/2015 03/30/2015 06/23/2015 Approved Quality Assurance Approved for Use Aooroved for Use Impact Desian Contract Expiration Date i HVHZ Outside HVHZ Resistant Pressure t _ 01/27/2017 No Yes N/A N/A FL#1645-R4. Code 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#1645-R4 Products Sea # Product Model, Number or Name 1 AJS Joists FL#158-R7 Code Type Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing FL#158-R7 Products Sea # Product Model, Number or Name 1 High Strength Concrete Lintels F 8-R8 Code Type Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing FL#158-R8 Products Sect # Product Madek Number or Name 1 High Strength Concrete Lintels FL#11383-R4 Code Type Versio Manufacturer Revision 2014 Powers Steel Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#11383-R4 Products Sea # Product Model, Number or Name 1 PowerBOX8 Lintels 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 Pendina Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06102/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (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&quota Joists 01/01/2035 No Yes N/A N/A 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 Date Con act Enaineer & License Validated By Validated Submitted FBCApproval Approved Status Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved (813) 621-4641 (786) 315-2590 cparrino@casterete.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch vide lintels 05/2112016 Yes Yes N/A N/A Entity or Date Date Date Pending Date Co tact Engineer &License Validated By Validated Submitted FBCApproval Approved Status Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved (813) 621-4641 (786) 315-2590 cparrino@castcrete.com Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 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 Entity or Contact Engineer & License william powers Steven Schaub (602) 437.1160 PE-60509 bill@powerssteel.com Product Description Powers Steel Lintels are field assembled consisting of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. Validated By SAMUEL A. GREENBERG, P.E, (813) 645-0166 Page 1 of 1 1/92017 Date Date Date Pendina Date Validated Submitted FBCApproval Aporoved Status 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/01/2017 No Yes N/A N/A N i � 2)O-� N Q O O C— .� c6 U �— U O - -L O O 1;z Co LL O co -cf) —0 E O 2 0 Q CC_ (tea ``C�U E z z W J C 0 CIO V / ICU tL CL CL Q 0 CIO o u) a- � m Q CL W � z� Z Q SHEET NO. PA 1.3 Abl