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HomeMy WebLinkAbout3246 Moulden Hollow Dr-- � _ i —>. T _ -- r T _, _ a 1E] __ -- ___ ��"'" �r a F71 ��CJ �u► �u► I - ��E I lComm. FEI ElL� J � ICI _ _ ❑❑❑ ❑ ❑D. 11DL INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 _ ELECTRICAL PLAN 5 ROOF PLAN 6 J 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 ABBREVIATIONS PA1.2 PR DUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS A.B. Anchor Bolt Abv. Above A/C Air -Conditioner ADJ. Adjustable A.F.F. Above Finished Floor A.H.U. Air Handler Unit ALT. Alternate B.A. Base Cabinet BF Bifold Door Bk Sh Bookshelf Bm. Beam Bot. Bottom B.P. Bypass door BRG. Bearing Cir. Circle Ci Ceiling Control Joint Col. Column Community Comp. Compressor C.T. Ceramic Tile Dryer OB Door Bell Dec. Decorative Ded. Dedicated Outlet Dbl. Double Dia. Diameter Disp. Disposal Dist. Distance D.S. Drawer Stack D.V. Dryer Vent D.W. Dishwasher Ea. Each E.W. Each Way Elec. Electrical Elev. Elevation Ext. Exterior Exp. Expansion FBC Florida Building Code Fin. Fir. Finished Floor F.G. ixed Glass Fir. Floor Fdn. Foundation Fir Sys Floor System F.P. Fireplace F.O.M. Face Of Masonry Ft. Footl Feet Ftg. Footing FIX Fixed Galv. Galvanized G.C. General Contractor G.F.I. Ground Fault Interrupter G.T. Girder Truss Hdr. Header Hgt. Height HB Hose Bibb Int. Interior K.S. Knee Space K.S. Knee Sp Laun. Laundry Lay. Lavatory L.F. Linear R. LL Lintel Length LT. Laund Tub Mas. Masonry Max Maximum M.C. Medicine Cabinet Mfgr. Manufacturer Micro. Microwave Min Minimum M.L. Microlam Mir. Mirror Mono Monolithic N.T.S. Not to Scale Opn'g. Opening Opt. Optional Pc. Piece Ped. Pedestal PH PHONE P.L. Parallam PLF Pounds per linear foot Pit. h. Plate Height Pit 5h. Plant She PSF Pounds per square foot P.T. Pressure Treated Pwd. Powder Room Red. Radius Ref. Refrigerator Req'd. Required Rm. Room Rnd. Round R/S Rod and Shelf SD. Smoke Detector S.F. Square Ft. Sh. Shelves SHT Sheet S.L. Side Lights S.P.F. Spruce Pine Fir Sq• Square S.Y.P. Southern Yellow Pine TB Towel Bara Temp. Tempered Thik'n. Thicken T.O.B. Top of Block T.O.M. Top of Masonry T.O.P. Top of Plate TR TOWEL RING TP TOILET PAPER Trans. Transom Window Typ. Typical U.C. Under Counter UCL Under Cabinet Lighting U.N.O. Unless Noted Otherwise V. Shower Valves VB Vanity Base Vert. Vertical V.L. Versalam VTR Vent through Roof w Washer W/ With WIC Water Closet WA. Wedge Anchor Wd wood WP Water Proof ----- -- PMAJUNIS COE FS GIARIDA BUILDING CODE, NA D, :. _ ._ �J u +i= T_"=toHYRHILLS O INANCES REVISIONS REV 6EW ;?,�.� ,wr -E;_ , 08-20-15 1.00 NEW BASE PLAN 4% �� 12-8-15 2.00 ADDED VAULT. CLG.' 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. 1941 Z M — g Z z Q J (l I� Z 0 ^N 0 4-J cn w C) IT ~.A o . — $ or o �?L A ,.o A ' MD. N C t�0 WA : _ o Z <GU -W . ¢ ' o <7 10. :F� E'dS• - • co p� W o �p ❑❑ 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 Z N On t J) M G M Q (!) M to a cn•�d' Z En Q L- U- Z�- • CL tv U a o0 co Zcl� Q Z LUZ Z g a 0 6z0 " M" fflz LLI L LLJ (� LLJ _ C-4 U08 *k a Z W ,Ln-t LU tii 2: 65 �_ Z Z m U? N Z 5 _ rn O T-+ a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. CS 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 7 1/4" 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 � X 25 S.H. 13 20 X 38 j 18 J X 37 i S.H. 14 20 X 50 j 18 } X 50 S.H. 15 20 X 63 18 4 X 621 S.H. 16 20X72 184X71 j S.H. 432 27 1/4 X 26 26 X 25 4 S.H. } 33 27 1/4 X 38 N/A S.H. j 34 27 J X 50 i N/A S.H. J 33 N/A 26 x 37 1 S.H. j 34 N/A 26 x 50 S.H. J 35 27 4 X 63 26 X 62 1/2 S.H. } 36 27 4 X 72 26 X 71 112 S.H. 22 37 J X 26 36 } X 25 1/2 S.H. 23 37 J X 38 i 36 } X 37 3/4 S.H. 24 37 J X 50 i 36 } X 50 S.H. 25 37 j X 63 36 J X 62 1/2 S.H. 26 37 j X 72 36 J X 71 1 /2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 } X 25 S.H. 33 54 X 38 j 52 X 37 S.H. 34 54 X 501 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 4 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. 29'-8" L 15'-10" General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less then 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 O +23.0 / -25.2 ) +23.0 / -28.9 W SEE SN SHEET SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND [I1111111111111111 - -•- TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0 Z co Z N Z aq Q ` w r �_ p w O D-'(A ~ C t/ i ZD 0 o 0 U w — 8 W ~ E a� M c°' m M 0` 00 = U Y LL 00 C'L Y <t0 LO O Sao A' B NI BDC e 01: a ... : - .L^J...E.ci c •� Z ": Hr z 0 r� 4D� o r !1/ �V 10 .'� LL W $ S. U 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. O O Z (V O N n > U-) O M N L fu U IZ 00 Q z�� W J� d- W za �aa ga�� z� z NYE 2z S r-1 iR M O � �a U = J g o., C'4 BSA Z ~ Ln a j J LL1 z a o fag Ln ZLU m o ^ 0- G SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 1.0 c a F MIRROR OWNER'S BATH a ULI-j ULO. ULIJ i KITCHEN ISLAND OWNER'S BATH KITCHEN 4 co Q to KITCHEN BATH 2 0 M 0 CN Q i� 9'-11 j" INTERIOR ELEVATIONS. Uto Z co — g Z (o Z J 10 v) Z 0 t^/')1 0 QJ C13 Uj •— M U — (o a) 0LU 2 o F— U 0 m 0M W —8 WW ~E C)MM OOpoppp _ 6 a'S LL OD Ly Y Q to" t7 to O � inQ Q C A' B D. Nc tl�llG d CID �z S w UZ ViQF£S Ifl�llt�' IS 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 0n � M O M U-) M Ln O Ln Ha Qi U a000 a E ... Z WJ %0 z za jggqqqq�ccc a:- o^gU L VTT w LD LL- o U 7� 0 � P O Il N. �0� 10 Z �.:.� 1�^^FF Y I2 W J ri W � �z Z z� t O I z LU { a +"I a Ul) Fa SCALE : AS NOTED DATE : 2/24/2014 TECH: M]AMES VERSION NO. 10 SHEET NO. 2.0 1" x 9" SMOOTH TEXTURED FREEZE BAND HEEL T.O.M. - - HDR HGT. - - TEXTURED CEMENTICIOUS FINISH ON C.M.U: (TYP. ) 8"x8" SMOOTH TEXTURES CORBELS 12 5� 12 '6. L. , _ 5 12 �5 lu u _ ,_ -_, 3 TAB SHINGLES. ROOF _--a�� �- FT�-' INSTALLED AS PER MANUF. SPECIFICATIONS 1' 0" ------------------------------- - ---1/----- I F.FL. l +3" SMOOTH 62 TEXTURED BAND---/ 14'-0" RIDGE VENT E I D E I FF[711 ❑L�l m EE [::A]Cl E��J -1 . - [E] D FF71 IL71 11:11 El 12 �5 T-0" RIDGE VENT 1 1. 1 � �{ I. L I i L-- 1 _-eic-�Y i I-..�1-.����_�=�4cT--i-+qc.-=.�--�i--i 1-. _��_-_�.}c= � .. _ - - .. - i �...4�. , - - � ► -- -.1-.+sn.. - � ' -- _- M FRONT ELEVATION - B1. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUR SPECIFICATIONS T.O.M. -----------HDR HGT. 1'---------------------------------------------------- -0"--------------------------------------------------------------- _�-- 2'-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) - - _ F.FL. W. LEFT ELEVATION - B1. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 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 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. 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 O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. 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 z$®z z Q J a z UI V/ cn (DM 'I--+ w U — w 0 t ±' ME ~ o o (%) U 0 LL E — $ dM cWM m cn O o0 LL _ U � �u'dc� oY^ C� JCL `n oa v o Q rn �i Q C A' Nc'eUC F4�r- Z 1 f0pLL -i of ofM !^ 4 O U0Z j_ o ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal Is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 z N Oar-, CD M C,M Q� MU) r` to CL n oC V a. Q 00 Zr (O J W � d' J W �a i� a z zcc O 11 Q N 1� :> W V gz Q1 T" 1 W W } 8 G DC z v) Q w O TW 4O Cr Uo� N N g Q d' 8Wz0 z Rsgg c), Q z z �g IC, 'd m O h g = Z a= ,-4 a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. 3.1 c a T 17 M ___..,--_...__..____ 4 EXTENDED OVERHANG TO BE CENTERED - ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ----------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - 131 SCALE: 1 /4"=1 r-0" 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS 3 TAB SHINGLES. ROOF —� INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. _ 4 HDR HGT. 11-011 - - - - - - - --11_0II 14'-0" RIDGE VENT 12 - - T-0" RIDGE VENT 5 12 - -. I _ I ..1_ _- _. _. -. }..�....._..--=..-y.•' , • r -1 _- . �+ �_-r _�'�..i. _ _'._T� ,-- 1.,.:....+. �5 , ice'.^'"'-�''.. I I i I I 1'-011 01 TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. 2'-0" CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP.) F.FL. +31' SMOOTH TEXTURED BAND RIGHT ELEVATION - B1 General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION .G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 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 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. '"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN"` (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ, IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN, OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soft 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. Sofflt Needed) x 7 = (Sq. In. Needed)19 = (Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT ^Formula: (Sq. Ft. Soft Needed) x 7 - (Sq. In. Needed)186.25 = Amount of O'Hagin Vents Needed 0 Z Cl) 0 — o Z Z (D Q I Cl- U) Z U n� �--� L U C) 'U -- L1.1 O� F- Vi N o 0 U `0 M L U I.-@ — $ W C 'W Cl) 'C CO, 020 _ ~L`S8 0 Coco Q rn uo o v Q 6 A I B Ds N C B U rll\'s e *,I �Al //41'11. ` P•1�, • •�•o c�}'0Z Z �7 N -� _Y e �4 W V a��LL,� 2 FZ O 0- L0 o'o� LLUJ N o^t�jf1Dt101' o To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N 0 05 M O M QU-) MLn a tn•��' v U_ In iY U ,1 C G�­00 a Z W JC� C U) a O gQW0 z Q g 7 :> LU 10: U rL � � L V cr, W Lou C rf) U o -� z U fo ¢ LU $ .ry I UJ Id P �8S _ 1 cr_ fy�26 rJ 4 Z J lin rl LLJ Z $ Y Z W V / < z o � g LU SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 3.2 2' 1" N N 2" N ;0,a ua 1" VARIES *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY r COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING = YEN N� _ �- 4 fV 34 11"" 1„ 1„ 1,_8„ 14 1" RADIUS 3 1/2" RADIUS 3/4" RADIUS 1/2" RADIUS 1" 22„ 1 1/2" RADIUS 2 1/2" RADIUS 4" c co 1/2" RADIUS �a = SIN VARIES VARIES 11 VARIES 12" _ VARIES T-N LO _ BASE • 4 to Iv 4 4Z„ �N SIN 4„ I 2„ VARIES 1 t„„ 2 • 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES EDGE OF OPENING 8" 2" 6„ 10" yi 6"" y � I N b� gib' 6" 2„ 2„ iv 1'-6" 0 , `~ r 1'-0" v 2a, 1 ^tom) 1 • 1, 2j" c _ Iv �o 4" _ = r = N 10" c W_ > 1-1/2" THICK W 1-1/2" THICK N-� = 2j" c 1-1/2" THICK ---- • 1,4„ 3„ 2 • '�4" 0 , _ " 5j„ 1'_5„ 51„ 5y, 4 I VA ^ 1' 2 4k VARIES VARIES 4„ 8„ r--------- N 00 _ � I '46 4 4 ' +� 2" ' N N _ co = R = VARIES KEYSTONE F11 0KEYSTONE OPTIONAL ' 4" GARAGE DR. OPENING 4" VARIES = OPTIONALF11 00 3„ 3" ' 4" WINDOW OPENING 4" ' • NOTE: OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 00 is N 1" 1" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOO2" • FOAM/TH FINISH PS MATERIAL IS ACCEPTED T-8" 4" T-0" 4" 10„ 1,�„ 101, o: MM� _ I 14, 1�-64„ 1 12 :- 0 t co N --_ 1'-1" 1" 1" IEM 1,_1"„ 5j„ 7° I nn Rvv"b 1,-4„ N _ ---N - 1" tV� 1" �LN C7 --- __..- GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH CD u7 Z 8 Z z d J U, z In cn 4—J w � p U O w ~ V o0 U (1)M — 8 ■ =E CV) c m cq 0 o d U j; tL 'o Q o) f0�� �C O A I B D. erpnr G y ` J J LL W/ C u- 0 W IL LU d W V¢-Cc n-f. o �� 9Z N "- M m LLI Z w<N U d J W N `'CC O U � Ot— ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N O (L) r\ �LnMo M ate, uLn Q Lr' F— CL . c^ ocvM� a �� z J � W W zaa Fa gQ�o J Q �z UJ o W U M F-- ,13 0 a 0 = fa Ujo� H— PRE a xLij uogg Z Z Ln �� J rl W W � z a LL z l0 Lli Z � 5i z m O ^ QJz W �0 T-4 a f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 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. CM ®2 <\U7 v J G J w ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH THREE-WAY SWITCH FOUR-WAY SWITCH RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CHIMES (OPTIONAL) PUSHBUTTON SWITCH (OPTIONAL) SMOKE DETECTOR SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) TELEVISION (OPTIONAL) (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. THERMOSTAT ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) ROUGH -IN FOR OPT. CEILING FAN CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT 200A INDOOR PANEL CENTER #14 copper to lints 3 outlets 1 200 # 12 copper to 20 amp ckts 00 AMP MP #10-2 copper to WH #10-3 copper to Dryer 2!0 or 4/0 SER Alu 200 amp 150 amp DI nn 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. Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. WP H.B. GFI DISC. LJCLlIIr/1 I CIJ r\Cl.iCr I FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. VERIFY METER LOCATION WITH MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" to z g zCID z Q J a. v, Z U') CD n W N 4-J LU V () •U — 0 'm o VZD I- U 00 m 1` dM E — $ 08. _ U :6LLco af 2 05 oo IA O V Q Of Cl— Q O A ' N fC a U 4' � N N MW5; _o 00 o /y ~ tAZ N ii (h U,LLJ U- LJL. a. W pal N C LL azo-sw-< d � o ( m LLZ ¢ i V W N o o To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the 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. i O O Z N O�I� U-) M O M v 0 Ln �— CL M QC U Z < Q a00 E WJ kD z w �a Z lyao:z r:z60 g n Ll' 08�jW Q �§ Teaseli 8 UZ8 M J w a W 0 O U = � LL_ o cV/ Q PW 3. Z r-4 $ O LU LA LU Z~ a = U �a l0 z Z Uj 0 g SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 4.0 VENTED SOF 46 SQ. FT. I Ir-► 1-111`1lr—I% r+#-%rr1-r r-n t+A,% r—r VCIV I CV JlJrrl I v/ ow. r I. ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) — Total — ---- Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper ply SQ. IN. of ventilation of vented IN. of f o vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilators See Elev ( ) required soffit q ventilation Soffit yupperVentilation Ventilation needed required needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 (Zone 1) 315.0 276.0 " 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 ITED SOFFIT ,Q. FT. ROOF PLAN SCALE: 14'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 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 verged with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • 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 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 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 Z Q J CL Z () 0 W tJ7 . --J w � o V — 0 w � m l- o l/) ~ U M 0 � w E ' f— —8 rn" c m an l`C 0 " 000 _ yyyy C Y LL ono O Y Q rn Lo p •V o AI w.c•e n.c B D. F_ `� a OF nono Wes= v ' a4t 2� eso O U O ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 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 cV O a) N i-+ o r>-+HMO M a U-) 'fU Ln N LL- a .-. clC U Q z 00 Q E z Z W d" �z zd F u, & Uz8o $ z� V J W L p iz il> S a n3 0 ¢+ a w U_ dS LW 0 O O°aj5a � Y P ug�� N W Z�� W Ln W 4� J rl LLJ Q Z t5 a W g dM- o � g N SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 5.0 c d 1'-6" 5'-�1" 6'-q" 6'-0" 6'-0' 6'-0" 6'-0" 6'-0" 5'-2a 1 T-18.1 TYP @ 1 STORY U.N.O. A S3 H.B. -- ■■ M M M M ■ M ■ i>t M an _---------- �- --- =: ° -- ° ---------�-: — -- BUILDER TO +-- -------i 4,-0" 12'-1" W.H.O PROVIDE APPLIANCEAR I 0'-0" I ; : I :: ; : PROTECTION WHEN REQUIR D VERTICALS w FILLED CELL 35'-4" PER FBC 20'-6" 3-1/2" MIN 3000 PSI CONC. o SLAB FOR HERNANDO K N I v I COUNTY ONLY •' 33 T J 53 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'44"'-9" 4'-10" I VAPOR BARRIER — CJ GJ — CJ a, n M 5'-3" 1'-10" I3'-6" 7 I p I N I o� : q ■ .. I .,b— -E- — — _ roo . o P. W T. D -3 1/2" I 'x2-6 "X1-0JFTGG2-6SLOPE _ _ W/ (3) #5 E.W. S3 .._ _._ ... '- 3'-5" 7'_1„ (2) #5 REBAR 1. I r : I r 2'-6" x 2'-6" x AHU I I I VERTICALS w/ in W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. S3 K S3 I S3 ici FILLED CELL CJ•- - - - - �-I iL4 o ..... ...... . .'...'.'.' .' .'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'... ■ — -- — — — — — 25'-1 Ot s.. g _r128� M. 5 -0 �� 00 I ' 7-6"x2441X1'-0" FTGJFM�2h W/ (3) #5 E.W. c� INDICATES FILLED CELL w/ 3000 PSI I I PROVIDE Y2' x 9" 'j' CONC. GROUT FROM FT. TOBEAM/ / RECESS FOR FRT. OOIR W/ (1) #5 REBAR VERT ABOVE SLAB SLOPE L S3 "' 4'-0" 4'-4" 4'-6" TYP @ ALL PLACES SHOWN I HVAC CHASE TOP OF CONC.I PAVER T BE 4" ' BASED ON 0':0:' HOOKED FTG. DOWELS 5" EMABED BELOW FIN. FLR. ■ : ■ ■ ■ ■ I W/ 25" EXT. ABOVE SLAB "GF#ADE 40 I LOCATION I STEEL" i i� �. �.�.�.�«�.�.�.�....... I / I 4'-0" i 16-10" I . •12'-10" o :" :: 10'-104" ,-Qn STEPS AS REQUIRED PROVIDE 1 Y" RECESS � � � I • •• � � •• •• � � � •• I v PER FIELD CONDITIONS FOR SGD. REFER TO ( KITCHEN ISLAND MASON'S SLOPE FOR LOW WALLS OPT. ................. " ..• WIDTH CJ ------� iCj: ' ' • ..' I-------CJ REF. ■ ii� CJI ■ r _ _ - / —III-j ND ° I TYP @ 1 L CHASE TO IS .. .�.,... I i i / I I 10o I I I D.W. I o O } I I I STORY U.N.O. N ...o... I I I lit A op / I L - - - - - J zo 4 co ;� I 3 1 /2" I I i / SINK I DISP I t c� } 0,-0„ L — _ 2.. 16-0' 4 6-10' , ■ } r I / III I oit I H.B+ 64" V-98" 3'-28" TYP @ 1 STORY U.N.O. A S3 V-10" -10" � 6'-0" � 6'-0" � S-10" � 2'-10 4" I 5'-11�" 5,-0.1 L R-4" FOUNDATION PLAN SCALE: Y4'=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 8 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 CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" .; •;: #5 CONT REINF. SEE . j , . , • '•. FND. FOR QUANTITY #5 X 25" X 25" CORNER •` �' BAR ONE FOR EA. ' ' ' HORIZ. REBAR, TYP. '•, • U.N.O. • •, • •, ' • *"Alternate: ' , • The reinf. bars shall be • •, •• • •• •, • • • cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"= V-0" C� Z co —8 Z Z Q J a u, Z Q) cn 4-J w 0 U - O Of E �� o0 mNM U W � a� M C W M �oN OEM~Us 0 Y — Y N ao U.) �I Q rr Q o A , B D. N "ll w � • �4 �Q N � t% RA F�l W Li: : 0z..Mf #ESSI LL W A CP4) C o Q J o00 ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and speciflcations contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 � N V) M O 1fM Q U-) Ln In ^ ZH U_ CLCn Ce V CL 00 Z i0 J�~ W J �o �to u,i(ga p, 0i�S— ? U QU Z Z l7 W 1� p W FW I- T g Z > o = '� — /� Z W 8 Igg r 1 ` 8 im Z Q� Z W LnOF LL1 LL Zz lLS LL O Ln z Q Z � 0 2 FU •-+ a Ln E SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 2v0 SHEET NO. 6.0 In% UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" H A20 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 145 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2"& 8-1 Od H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 518" ANCH. / 26 tOdxl-112" HTT5 3225 5/8" ANCH.1(28)10dx1.112 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 4505 3785 518" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M H 6645 718" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 " 8 -10d x 3" JUS26 1115/1060"" — 8 -10d P HUS26 1550/3335 "' 1335/2820 " 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 "" 1720/3125 " 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -1Od x 1 1/2" MTW12 1195 1005 14-1 Od x 1-1/2" S MTS16 1000 860 14 -1Od x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-1 Od 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)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 -10d 645 555 12-1 Old X 1 1/2" ' MINIMUM 3" MEMBER REACTIONS ARE FOR ROOF LOADS ONLY DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (+ +) (B) (B) (A) r 7 (+ 1 OR 2 PLY CARRIER 148-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (""). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR �y Cq�R�E CONT (A) INTERSECTIONS. SPLICING LEDGER TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: Y4"=1'-0" (DLo Z Z Q Z C3 Innn'' C� W cn i--J w .0 _ w C _E In 00 C)a) LLI W ® E 04 M C m M LL M 0 00 _ yy N ��aCOo 0 of 0 C0C0 C le <o �iao f/ C, co i ".. t- n ijL S\ Iti1 m m � Z °' $ W � a N N Q � J d V O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 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 OWN M C) M i1 inin Q(1)�LA CL M � V CL a E00 3: Z M J ko W d- W za Z a80 �ZOU u°7 1� 0 6 I — ^W, 5 W Z M o C Ouj V (� LL- 0O U. g( sN. O X8 gaol Q Z LLJ 0� J ,--I LU = v a Z Z5 Cal p Ln Z LU o az W On 10. f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO" 2mO 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 U180, 6, Bottom field added rebar to be located at the bottom of the lintel cavity. 7, 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / 1 .O Safe verticaloa Safe horizontal load `— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY .': rr. O 0 O O O O 8F8-1B/1T 8F8-OB/1T 8RF6-0B/1T O 8F44 1 B/1 T 8F40 1B/1T 8RF40OB/1T 8F321B/1T ® © ® 8 Ti 8F16-1 B/iT Mo ® 8F20-0B/1 T ku - EEEEC C E � ■■ ii j No M. F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8F16- B/1T z tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL, HEIGHT MATERIALS c�lfntels = 3500 psi. 2, t'c prestressed lintels - 6000 psi. 3. grouted per ASTM C476 fg - 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 6. Reber per ASTM A615 Grade so. 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. FORM At GROUT SOLID CV Q 4 LU 0 #5 BAR CONT. 8F12-1B/1T 0 V LINTEL DETAIL SCALE = N.T.S. ZZ #S R(1)REBAR TTOP ALTERNATE POWERS MIN..(1) REQ'D CLEAR STEEL LINTEL .a 4—.4*—C.M.U. #5 REBAR AT TOP A" a MIN. (1) REQ'D ° d 1-1/2" CLEAR . " ° D e GROUT Q e REBAR AT m w = 0 to w C.M.U. ) - Q BOTTOM OF y ? W W O u LINTEL CAVITY J w , � `L TTOM OMWUpZ 0 REINFORCING a L7 - LPROE DED IN Z— ci 3 a I> p UINAL WIAL H (VARIES) w O to ?S M o. Q o Q AS INDICATED LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R, FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. 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 cementituos coating. See contractor specifications OF OF 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN SCALE: %4'=V-0" (D's Z g Z Z Q J d u) Z V^)' Q) N w IDO C E 0 l/i f— o 0 m t• U wE ® f— �M cmn O 0.2 0 U �i 00 -Y� a o Y Q� LO �r Sao E •..1 ; � (..�� "'��, N CP Diu OIL 6� Z 11{U{'�� W N d o OU V O� ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 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. CD O Z N Q � N (f j M M Q -gyp Ln HLLB a r-. V M �( C 0000 Z ZCC Z fB J 0 W �Z a a C LLI QQ J L v � F z , z m3 � 0 U = iu �LLJ - LJ O F, 0 Z LU ix 10 " J 1--I � W di Lt Q R SS Z In Z LIJ 0 � J SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 8.0 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. R DRILLED THAT EXPOSES UNTREATED 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT0 D EX OS S U PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS 1 T R ARSENATE CA- WILL N LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL AS OF DECEMBER 3 S , 2003, CH OMATED COPPER ARSE (C C) 0 CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACO-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 II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 244NCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR, 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 X 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 5/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 ad. (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 TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS, 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th 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. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA.REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS,REACTIONS AND RE UIREMENTS AND CONNECTIONS TO REQUIREMENTS, BEARING POINTS BRACING , SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C,M,U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2. 1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. 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 A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD, 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 OL + 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 ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 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 BUILDING DATA CRITERIA. WIND SPEED (ULTIMATE) 140 MPH 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FRC R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. BUILDING CATEGORY = II 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 @ DESIGN WIND PRESSURE: 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 (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) ACI- MCP 2011 STANDARDS. # END ZONE IS ONLY WITHIN 5'-0" 4.3. CONCRETE MASONRY: OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. WINDOWS AND DOORS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF ( INTERIOR) U.N.O. CONSTRUCTION 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI GARAGE DOORS (V =140 MPH) MINIMUM. TYPE: 5B 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 16X7 +25.2 PSF / -28.1 PSF 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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4.1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 151 STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH A AS SUB FLOORING FLOORING AND SHEAR WALLS SHALL BEAPA RATED SHEATHING EXP 1 U,N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF G EATER SECTION PROPERTIES. BOARD IS TO BE USED IN LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON HE PLANS THE BUILDING MET U HODS AND THESE SIGNED AND SEALED DRAWINGS BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS TO THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE AND AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6,1 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: 1 1 FASTENING SHOULD BE TYPE „ W„ 1Y„ DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1)/1, SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH OLTS: ASTM A325 MACHINE BOLTS:GALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / ACCESSORIES SHALL CONFORM TO: Fy 2 ITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. -87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148",12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 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 ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. 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. NOTE: 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 7' BOLTS ARE NOTED ON PLANS. 4. 5. 8, CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (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 an treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irriction/sprinkler systems including all risers and splay heads shall n t be installed w hin V-0" af the building side wall. 4. FRC R318.7- To ovide for inspection for termite infestattion, between wall covering andpiinal earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" 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 rainf II occurs before vapor retarder placement, retreatment Is requiv 9. FRC R318.1.5 �%n�rete overripour ind mortar along the foundation perimeter must be remov ore exte or soi treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1;6 - An exterior vertical chQmical barrier must be installed after construction is complete, inc uding 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. Z rh -S z�z Q J IZ Z cn/�i _� W c,ra 4-J w 0 0 w Lv = ~ n Qo C U I. a� M W ~8 c (0 cc ) 0ON _ g U� �"00 Y U)ao 0 Oqq < 0 A ' BDO NC DC •c r V ,NjjOto- R C, Z W cn D) - � II• LL' � N �. r - �r_�' W y 04LLIco W Nay,. ,9� O L) of o U O ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the 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 ON Z N 0 .a0) M CD 4_j IN Q�-�MLf) C L Ln • i d' Q a) 0 Lf'f rL cl� V ry 00 Q � � Z WJ C:) H .EUQaU z W NYE ,--� L V W 0 Z Z 1 O � � CC a W U = (� H _� 0 ° Er Q Lu W Z2 W LULij a Z a k m Z Z �jI W a G1 w SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SN ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + . + + + + + + + + + + + + + + + + + + + i + + + + + + + + + + + 4 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" 6'-0" ^++ +++++ ++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + ++ c Z++ + + + + + r + + + + + + + + + + + + + + io + ++ + + + + .r + + + + + + ++ + ++++++++ + cr' 15/32" CDX PLYWOOD OR 7/16" OSB `—RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE r E a 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 ,Hood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap FILL CELL w > STD. 90° CONT. #5 BAR I HOOK STD. 900 HOOK BOND BEAM BOND BEAM STEP SCALE: N.T.S. USP MUGT15 TYP. GIRDER TRUSS - CONT. #5 BAR 2X TOP PLATE 5/81 #5 CONT. THRU FROM BOLT FOUNDATION TO HIGHEST BOND BEAM 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 /Y TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI Ktr MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all from # OF 2nd FLOOR p ° STUDS above to bearing below. SECTION @ INT. BRIG. WALL N.T.S. + i 1/8" min. Small a 2" min. + / 2" max.) gap 4" max. Web Stiffener Fastener Schedule / + Joist Bearing Location Series Depth End I Intermediate 9-1/2" 2-8d 2-8d — - BCI 5000s® 11-7/8" 2-8d 3-8d 14„ -- 2-8a -�=$d Clinch nails 9-1/2" 2-8d 2-8d 7 when BCI 6000s® 11-7/8" 2-8d 3-8d possible I BC16500s® 14" 2-8d 5-8d _._y __ 16" 2-8d 6- 8d 1) Support back of web during nailing to prevent damage to - 11-7/8" 2-8d 3-8d web -flange connection. - BCI60s® !-, _.,_-2-8d 5-8d 2) Block solid between joists for full length of span, Tight fit = " - 16" 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 11-7/8" 3-16d 3-16d 2x4/Plywood/OSB web stiffener 2" min. BCI 90s® __ 14"_ 5-16d 5-16d �, 4) Place joists together and nail from each side with 2 rows of 10d nails 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 4 max. 16" 6-16d 6-16d - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Ye" 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. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" 7 at bearing. TANK -LESS W/H CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" STUB -OUT FOR GAS METER - O Q o in � � v O_ • 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'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 1514" (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) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking I Isr+ v" f 1 n& nails at All n r, T Provide adequate bearing for each lapped joist. odnails SECTION `) INT. BRIG. WALL N.T.S. KNOCKOUTS) ALLOWED MINIMUM SPACING = 2x GREATEST IN BEARING ZONES D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6�� A 1 2' ROUND HOLE MAY 6�� 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %22" 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 1Y" 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 CALL SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. Joist hanger I.0 US ML 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.) �IrT f f JNail with 10-10d nails.m-- — nstall tight to top flange.•SLEEVRU STEM SEE PLAN FOR---'4. °. • . • FOUNDATION INFO ' 4. STEM FOUNDATION Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block Top Mount "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required rf hanger flange is laterally supported by joist hanger, doesn't meet height `l requirements 0.6 X Joist " depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN rvt, %,nmoc,+ rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF NOTE: SUPLIFT VALUE SECOND RT16 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 a 4 4: e PLUMBING LINE PVC OR SCH40 SLEEVE d SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE/F I PENETRATION PLUMBING LINE q 4 4 a 4 / v'4 4+ 4 SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE 4 a 4 4°' A 4 4a G •a a a 4 < IR� SEE FND. PLN. 01 SIZE & REINF. Z g Z Z J fl- L/)'' (D cn 4--J w 0 U — 0LLJ L° = o 00 �M '— C) °D r, a� M w E +— — $ OE TV In 0.20 0 _M M1�10 � LL 00 a Qrn/ <6 A 1 8 Do N IN tr' •..1�N `J � i ��j $_h C, �� N J�i Oti co J•iO1JA ...1W !1�.M . tll to 1w0 ,• , UQ'ii g �^, to � fw l Yj 1 �Ca LU Ca ❑❑ 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 CD Z N 0 to M CO M QU-)(0Ln z V) clY V o. z Q 00 z E its Z WJ C:) d- �a Li o80 VU S u� z 8�a 0 ® / LL O R U ?` Ce Ti z a O � = F-- . io-v buds <o c Z d. Fizw3 J In UJ !2 a Zi-g l0 Z Z LU m � _ ,--t a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. SN 1 i J FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TY P.) VARIES / V (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. s V-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/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 t'' PITCH >4:12 ° (2) LAYERS TYPE I OR TYPE II 1 (#15 OR #30) UNDERLAYMENT °' c FOR ROOF PITCH 4:12 OR LESS.PRE W04A ENGINEERED WOODTRUSS 6,. @ 24.O.C. U.N.O.HURRICANE ANCHOR @ EACHTRUSS (SEE UPLIFT SCHED.) W/METAL PL. UNDER EA. TRUSS MOISTURE BARRIER SHINGLE ROOF TYPICAL INTERIOR BEARING 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rG G NAILING SCHEDULE ON SHT. SN1 SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE "I @ GARAGE W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA ABOVE) W/DRYWALL EE SOFFIT SCREWS @ 7" O.C. SHEET CEILING & 8" O.C. WALLS 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. CHART ON FLOOR FILLED SOLID W/GROUT PLAN 1x2 P.T. HORIZONTAL NAILER 8" C.M.U. TYPICAL STD. 90-HOOK (SEE DETAIL) TYPE "S" MORTAR ARCHITECTURAL oo FINISH 1x2 PT WD FURRING @ 24" O.C. 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 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB M 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 "FIBERMESH"O DEC FINISH 4" to 6" BELOW GRADE .E 1 r a► a Z_ oo � 6 MIL VAPOR ° z BARRIER C �r 1 D COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Yz" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 14 O.H.D. RECESS z el UM1 1, • ..,, oQ SEE A/S3 OR J/S6 FOR REINF. INFO. I I 3" MIN. CLEARANCE 1" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING (U.N.O.) (OR V GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 5/8"OR 1/2" HIGH STRENGTH — GARAGE W/A HABITABLE ROOM (U.N.O.) (OR %" GYP. TYPE "X" @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM S.P.F. DOUBLE CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 1611 O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR — -- JZI---- SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'1 (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN, ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN -------------- 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB it BLOCK SP 00111-22 CONNECT TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN 5/8 x 10 J BOLT @ 24 O.C. W/ OR 5/8 x 10 J BOLT @ 24 O.C. W/ 6�9 SP SPT22 CONNECTOR 110 11 11 N H 110 11 H 11 11 _� J `- 2"°x3/16" PLATE WASHER (TYP.) 2"Hx3/16" 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 -- O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR -- - --- - ,1 x6W1.4xW1.4 2411 6x6W1.4xW1.4 I- ° ° ° ° A.F.F. @ 24" O.C.) 2 WWF OR FIBERMESH @ O.C.) 211 WWF OR FIBERMESH - ~ — 31/2" MIN. a ° ° ° ° ° ° 4 ELEV. -0'-31/2" 31/2"MIN. — - ° ° 4 d ° 2x4 CONT. ° ° A.F.F. O a g° CDa ° a e -- T= 1/2"(min.)- V 0 r 1/2"(min.)- 411 G ° N rr m 0 •• r tb r,-r °*'-4C' '0811 GARAGE DEPTH VARIES31/2"(min.)-4" 31/2"(min.)-4"° °tl(2) #5 CONT, 411 V-4„ 8,11 (2) #5 CONT. 4H U.N.O. MIN. U.N.O. Mkj GARAGE SLAB AT STEP B TYPICAL BEARING WALL @ STEP 0 SHEARWALL rc TYPICAL BEARING WALL @ STEP ('�cC SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 Gor• �,v 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING NAILED W/ 8d COMMON NAILS @ 4" O/C 2x 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. ��o s LOAD BEARING OR (2) ROWS OF 2x BLOCKING @ 1GONS\N (1) ROW 2x BLOCKING @MID HGT. EXTERIOR WALL 8" C.M.U. THIRD POINTS x STUDS @ 16. O/C NOTE:7 FOR WALL HGT. s 8'-6". (2) 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING @ 3rd PTS #5 VERT. IN FILLED CELL 8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". SEE CC/S3 OR �, �� YERS W/ TOTAL THICKNESS 7/8 OVER 1/2" GYP. WB (MIN.) @GARAGE G/S3 FOR ANCHOR "J" " "" " N " " 5/8 x 10 J BOLT @ 24 0/C W/ 2 X 3/16 TAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. [3R CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL D LAYER 1/8"THICK. K.O. BLOCK 5/8"- EXPANSION BOLT @24 " O.C. (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6"EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7"EMBEDMENT (MIN. SHEAR 'USP SPT22 TYP. (6)1/4"x31/4" TAPCONS x 6 W1.4 x W1.4 WWF OR X P.T. PLATE 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING SPACE ANCHOR )6 3500#, MIN. TENSION 2600#SPACED EVENLY FIBERMESH BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 z 2x P.T. PLATE EEPSCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESHER ' ASSUMED FINISHED MANUF. #3 OR #4 REINFORCING BAR o W ° tz 0 t t GRADE • , ° ° . Z' #3 & #4 LAP SPLICE GRADE 40 MIN. F - 40kS1 Y- zi a . ° a L"-E, s-RftW- NjQRAU-ff — _ 4 F 25- MIN. LAP [30" MIN. LAP) (L Nil il _ 1, �rr�n!-nine - `rllI. LU I n� II �l1I1I I1 �=II �,11—1 I. REINFORCING 11��I ' �� • II 11=11, III • r'lli.•Iw11�111�.111 • o..���.___._.._vo._.�...a..ya II II I 11" �11, I REINFORCING'1 HOOK • • • . . • . . • • DETAILSREBAR l . SECTIONSEE TYP. WALL •• ADDITIONAL 1 SLAB INFORMATION. 11=11=11�11=II=11E=. �II�11`-II�11 11 - ----;IL�II:II'I-�11'�lll�l Ilalalai. • MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS E N r- Cn �• —T7 a — _ •` 11�1 411 SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4- (1 ST RY) RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SEE PLAN 1 1/2" RECESS FOR A 6 x 6 W1.4 x W1.4 FRAME -DOWN FALSE BEAM O (D SEE ROOF PLAN S.G.D. (U.N.O.) 7r WWF OR FIBERMESH N_ 10d NAILS TO TRUSS TOP CHORD FOR TRUSS I I AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR jh TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN ;o 1 P.T. 2x 1/2" GYP. BD. 2 HOLD GYP. BD. oo 1/2" FROM SLAB 0 • J CONT. BEAD SEALANT ° • ¢ INTERIOR 2X STUDS @ 24" O.C. U.N.O. -3 1/2" GARAGE CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. W W/ DRYWALL SCREWS -1 EMBEDMENT @ 12" O.C. @ 8 STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT " TENSION 120#) CONCRETE SLAB E a° 6x6W1.4xW1.4 N ' 00 c ° WWF OR FIBERMESH M E� — _ ° t= M 6 MIL VAPOR BARRIER 411 411 INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 FOR STRUCTURAL .- BEAM SIZE & CONNECTION INFO I I 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 � 'r' "' N MIN 7/16 O.S.B. SHEATHING ` j 8 t Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #i w 0 SCHEDULE d� w J g w o w w 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. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID .� n LA pilill I&I SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS S.G.D. M SCALE:3/4"=1'-0° S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. ' GRADE.11 - 4 ° _ c�Uj 1 ;III=1 ° Z L,., o=1 I I=1 -III—III—III-1 w 8 0 I � Il l jl l li ° ° � I _ 11III =I I I_I I I_— � _ z ° a Z I= l =1 I-11I-1=1 11=111-1 w =1 I I -III—III—III�III—Li ING Ill�iilll�iillll illl ,,II -III -III=' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 Uto r- r- Z $ Z Q J a Q N 4-J w •U — w 0 ~ E (/) 00 mn U w WW-8 Ch rNi M - I M 09, U 8Y� ao Q qi01 A I B Ds 0 0 �.fVe• �11 Z � Xd •��i w ZLL V W 10.WAG ¢�SS10 S14, m�/tdt�tllllllt� 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 N 0 cu N O > V) co M Q M Ln z v) < Z� U- V7 Cn U Q '-' Q OC) C z�� W 0 J 0 J w �a J U oo W R Z SLu LOU 0 J N �8 �- E z M 06 z i-v -0 o U = a z � Of. r-P6 F- 0``�`` �0 � LL q2 W Q� Z -j Ln J r-1 LrJ Z z W cn Cal' t�D Z Z � t U�.t O^ *T-•4 CL u A SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO' 10 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR TOP PLATE SEE TYPICAL C.M.U. WALL SEE TYPICAL WALL SECTION PLAN 1/2" MINIMUM CEMENT FINISH 12 PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C STANDARD 3" DIA. TEE 3/4" FURRING STRIPS (NP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS CONNECTION FOR CLEAN -OUT @ 8" O.C. OR 4d 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" 7/8" STUCCO FINISH PER ASTM C. 926 DRYWALL NAILS APPLY 3 LAYERS W/ TOTAL THICKNESS 2x DEAD WOOD MID MIN. EXTENSION FROM 7/8" OVER METAL LATH. FIRST 2 @ � LAYERS 3/8" THICK EACH. 3RD LAYER POINT w/ (3)12d EXTERIOR FACE OF BLOCK SOLID AREAS ARE SOLID AREAS ARE 1/8" THICK. TONEAILS SPACED WALL IS 1 1/2" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT DOUBLE 2x TOP EVENLY EXTENSION FROM EXTERIOR CRICKET AS REQUIRED PLATE FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD HEADER FLUSH TO OUTSIDE OPTION WALL TO DRAIN Ct----- DOOR OPENING FF=� FF—�] DOOR OPENING DOOR OPENING -Pt 1l2" EXTERIOR GRADE SHEATHING LTLJ Ln�FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM BLOCKING EACH HEADER FACE WALL CLEAN -OUT EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) TO A WALL ❑ ❑ O/C FIELD (2) 2x HEADER SCALE: N.T.S. PER PLAN S4 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1)1 Od @ 8" 1 ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS VARIES EACH HEADER FACE 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" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUDL MAIN SPAN 2 x 6 MIN. FRAME MANUFACTURER. MOISTURE BARRIER ROOF TRUSS WALL HEADER DETAIL 1 TYPICAL SECTION THRU WINDOW rB MASONRY LAYOUT D UPLIFT CONNECTOR SCALE: N.T.S. S4 S4 SCALE: N.T.S. 14 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL PRE-ENGINEERED WOOD W/ STD. 900 HOOK IN K.O. BLOCK (TYp) SEE ELEV. TRUSSES @ 24" O/C VERTICAL JAM UPLIFT CONNECTOR 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE ALT. KN EEWALL ABOVE MASONRY WALL DETAIL E KNOCK -OUT F2 (SEE SCHEDULE) BLOCK W/ (1) #5 NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS PSI MIN. DOUBLE 2x4 SPF #2 FOR CONCRETE PLACEMENT CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) SCALE: N.T.S. S4 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 .'� STUD W/ (3)1Od NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW ■.�rSTD.., •. 811 OPENINGS�II�■ • • FILLED CELL W/ (1) #5 VERTICAL FDN. PLAN FOR LOCATION ■'■ill �IIII �IIL ■■III M �!IIIIOPENINGSEE IIII'� ■■I�� III��■ �IIII Illy TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO NOT TRANSFER LOAD. ° WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE ° 4 THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON1 2"x BUILT-UP COLUMN DOORSTOP PSPN516Z w/ (12)16d NAILS SEE PLAN FOR MORE INFO w ° ° MOLDING TOP SPLICE z ¢ 4 4 2 ROWS 1Od @ 3" O.C. (14 0:, 18-10d NAILS � TOP PLATE V2-16d E NAILS TOTAL) EA. SIDE OF °°°2x NAILS @ 24" O.C. OR DOOR %9. SPLICE STAGGERED hjj °°°° 0000 ° ° EQUAL TO TRUSS BOTTOM 2 x 6 P.T. I144v 5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING • _ W/ MIN, 8" EMBEDMENT 2x STUD @ 24" G' 10d @ 8„ 0/C *MAX 5/8" W/ 5/8" W.A. W/ �� ST,gN 51/2" MIN. EMBED O.C. MAX. PROVIDE P.A.F. NAILS OR CF 2x P.T. PLATE FEQUAL @ 12" O.C. A STAGGERED FROM BOT. SEE A/S3 FOR DOOR TRACK ATTACH ALL EXTERIOR STUDS 0 UPLIFT= 4290# (SPF / SYP #2) REINF. INFO. PLATE TO CONCRETE ° W/MOUNTING ANGLE W/ (4) 16d TOENAILS TO 70P PLATE NOTES: 4 NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: BOTTOM SPLIC 1/2" EXTERIOR GRADE SHEATHING 1Q FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE OVER STUD FASTENED TO TRUSSES WITH 8d COMMON NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION TYPICAL INTERIOR NON EDGES &80/C FIELD - AT LEAST 4'-0" LONG. TYPICAL WIRE 1SBOUNDARIES 6" 0/C _ _ _ PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL J TYPICAL GARAGE DOOR BUCK KK TOP PLATE SPLICE DETAIL M USP HTT16 rN USP SPT22 @ EA. STUD BLOCKING (TYP.) O VERIFY PROPERLY. T ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: N.T.S. S4 SCALE: NTS S4 2x P.T. PLATE „ \,—ROOF TRUSS O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. F= 2240 LBS 5/8 x 10 J BOLT @ 24 O/C MAX W/ 8" EMBEDMENTT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT USP C REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. MOISTURE BARRIER FLOOR PLAN. AND FILLED SOLID W/GROUT G TYPICAL FILLED LINTEL ASSEMBLY 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK SCALE: N.T.S. G� A KNEE WALL ABOVE MASONRY WALL DETAIL F �7�F SCALE: N.T.S. 14 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 V-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FFUSP SPT4 SPT24 USP SPT4 SPT24 USP ' rSP SPT4 ROOF TRUSS ABOVE 2X TOP PLATE 2X STUDS @ 24" O.C. OVERLAPPING 2X BLOCKING /8"x10" "J" BOLT NAILED @ 24" O.C. MAX. INTO 10d NAILS @ 6" (2) 16d TOE NAILS MIN. (2) PER TRANSOM BOTTOM PLATE TRANSOM FRAMING FRAMING 2XPT STAGGERED EA. BLOCKING WIDTH OF OPENING VARIES 4 FORM CONCRETE INSET TO FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION PLATE SEE SECTION AA/S1 AND BB/S1 FOR zo 2X8 WALL ABOVE CREATE A SOLID BASE FOR 112"X91/2" PLYWOOD OVER TOP PLATE ** HOLD DOWN CONNECTIONS ADDITIONAL DETAILS ENTRY BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTEDR SCRAP MATERIAL WITHOUT UPLIFT SP SPT22 K.O. BLOCK W/(1) SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION USP SPT4 RECESS _USP SPT4 USP SPT4 J-BOLTS @ 24" O.C. MAX 05 CONT. & FILLED r / p SF piNpO� LINTEL 5/8"X10" J-BOLTS N 2-ROWS 12d NAILS STAGGERED 2X P.T. PLATE @ 2'-0" O.C. FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @ 12" O/C EACH FACE OR3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR ° 4 2X8 P.T. BOTTOM P TE MASONRY WALL C FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER A 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) USP C (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 1 Od x 1 Y2" @ 24" USP SPT4 SPT24 SP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. 2 2x HEADER SEE PLAN ( ) MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) 1Od NAILS @ 8" S4 INTERIOR HEADER 10d NAILS @ 4" 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL KIS4 IN POSITION GARAGE ENTRY FORM DETAIL 0/C TYP. BOX HEADER (1) 2x SILL PLATE W/ (2) STAGGERED A STAGGERED SEAT FOR BLOCK IS POURED IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x 12d TOENAILS. ONLY EXTERIOR HEADERS 2x SILL PLATE W/ TRANSOM FRAMING ° ° BEYOND. CRIPPLE STUD (1) (2) NAILED INTO GARAGE FLOOR SLAB �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL U N 0 ( ') 12d TOENAILS. OPENING LARGER THAN 4 ft 2x TRANSOM FRAMING PLYWOOD TROWEL FINISH SEE (2) GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SILL PLATE W/ MP3 CLIPS EACH SIDE TRANSOM FRAMING SEE SECTION AA/S1 AND PLYWOOD FASTENED TO TRUSSES 0 E SHEATHING SLOPE FORWARD FOR DRAINAGE CONNECTION ASSEMBLY �_ 2x STUDS TYP. BB/S1 FOR ADDITIONAL WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/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 oo�°N oR NOT REQUIRED @ BEARING MASONRY SHEATHING MOUNTING BASE DETAIL /NG, WALLS NOTED WITHOUT UPLIFT RECESS LINTEL SP SPT4 USP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (2) PER BOTTOM d , SCALE: N.T.S. 4 SPT4 PLATE) SEE PLAN FOR FOOTING 4 a . 47 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE -4ALTERNATE: 4 4° 4 5/8 DIA, ATR EPDXIED DIMENSIONS 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. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. WALL HEADER DETAIL rQ, D FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. S4 xl0" "J" BOLTS �° 24" O.C. MAX. SCALE: N.T.S. S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) (D Z M — o co Z Z Q J Z Q) C 4—+ w U — w 0 f' E Vi 00 m � U'' U 111 wM c M — 8 W �8 �CN O O C _ �►_00 (n CLO Ly Y o < 0 U*)) 0q v A ' N C•B•D•C 'i B Do nj `I • p fV N4 1 II•� t� ,__ COX H�� .18 t •'••• 06 . LLW 1 o�"�F09`' Sa pfi N= ffiitttty''fo 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 Z o O.2n �U-,Mg M QU-)-gypLn a V) Ln Q U_ F. CL . cYi 11211� V 00 Q � � Z �� W d' �Z �Q Za E� wzQ zLzu � J a� ' 9 z U = U) U O'; Nab w do W a Q ^ $LL Z Z f s o J r-I U.j a z z $$ *k On � Z _ �0 ` ujuj 0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 O SHEET NO. S4 SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS 2x4 BLOCKING 2x4 "T' BLOCKING NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SCHEDULE FOR @ 48" O.C. 16d NAIL SHEATHING DETAIL @ 24" O.C.7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" "L" BRACE TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAL - SEE ATTACHED W/ BLOCKING FOR OUTLOOKER ELEVATIONS) BACKNAIL W/ (2) 2x4 OUTLOOKER 10d NAILS @ 4" FIRST FOUR @ 24" O.C. SEE STRUCTURAL 16d NAILS @ 24 TYPICAL ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TOP CORD TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR BLOCKING FOR GABLE TRUSS WEB EDGES 2x4 BRACE EQUAL @ EA. ROWS TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS DOUBLE "L" BRACING DETAI L 5 IN SHEATHING APPROX. 8" FROM RO OUTLOOKER EDGES OF O HEIGHT "L" OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE EQUAL @ EA. OUTLOOKER OF TRUSSES @ 24" MAX. EDGES OF SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM SHEATHING TYP. 2x4'T' BLOCKING 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB MAX. & (2)10d TOE NAILS @ @ 8'-0" 0/C. EXTEND @LEAST 90% OF USP 8" FROM RIDGE FASTENED AT 2x4 CROSS BRACE WEB LENGTH &NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) (E10 RIDGE FASTENED AT "L" BRACE TO EXTEND EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10dEACH TOE NAILS END EACH JOINT W/ (2) ; AT LEAST 90% OF WEB 2x4 BLOCKING @ 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 10d & (2) 10d TOE LENGTH (SEE TABLE ) 48" O.C. SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 2X6 FRAMED WALL - SEE NAILS @ EA. END GABLE TRUSS "L" BRACE ATTACHED 16d NAIL • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR W/ 10d NAILS 4" O.C. @° — _j ATTACHED W/ 10d EA. END BLOCKING : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF ATTACHED W/ 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" GABLE TRUSS WEB 10dX3" @ 3" 0/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD (2)16d NAILS „ ,f SINGLE L BRACING DETAIL s THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS (2)16d NAILS BOTTOM ATTACHED SCALE: N.T.S. S5 INTO 2x6 P.T. PLATE " " 2x4 LEDGER MATCH BOTTOM CHORD 2x4 PANEL BLOCKING 48 2x4 BLOCKING ( @ 6" O.C. EDGES AND 12" @ W/ (2)16-d TOENAILS 2x4'7 ON TOP OF PANEL 2x4'7 ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS ) O.C. FIELD O.C. FOR THE FIRST 4 ROWS () BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL �� " NOTCH L BRACE HERE OF TRUSSES FROM EA. END 2x4'T" ON TOP OF PANEL 10dx3" @ 4" 0/C DIAPHRAGM CK BLOCKING BLOCKING @ @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH USP HGA10 @ 36" "J" MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C O.C. GABLE TRUSS 5/8"x 10" BOLT 32" O.C. MINIMUM 6" FROM @ PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0° MOISTURE BARRIER 2X4 LEDGER (MATCH BOTTOM DBL. TOP STUD WALL PLATE TRUSS VERTICAL O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT (SEE TYP. SEC.) VERT. WEB (24" 0/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) USP SPT24 @EACH STUD (2) 2"x8" "L" BRACE NOTE: IF EMBEDDED TAPCONS. SECT 10 N FASTENED WITH (3) 16d PER SIDE STRAP MISSED VERTICAL SECTION 1 2 SECTION 3 SECTION 4 WEB; USE SCISSOR GABLE "T" BRACE 7 MSTAM36 ON OUTSIDE SCALE: N.T.S. SS SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 BACKNAIL W/ 2 2x4 OUTLOOKER 84 @ 611O/C 2 4 BLOCKING W/ 2 10d 20'-0" MAX "X" BRACE SEE DIET. J/S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. A () REFER TO DETAIL J SEE STRUCTURAL 16d NAILS @ 24" 0/C TOE NAILS EACH END X- SHEET , FOR M r, " NOTES AND NAILING TOP CORD WOOD TRUSSES 24" O/C (TYP) @ X-BRACING, AND TOP � SCHEDULE FOR BLOCKING FOR SP HGAM10 W/ (4) CHORD BLOCKING N INFORMATION to SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 4 x1-3/4 WEDGE EQUAL @ EA. OF TRUSSES @ OLTS & (4) SDS 1/4" 11 1/ " 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF 1 1/2" SCREWS WOOD TRUSSES �° 00 &0 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING " EACH JOINT W/ (2) ; AT LEAST 90% OF WEB AT 24 O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS z --LU -- TRUSS SPANS 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" BRACING W/ 3 10d x 3" a. ATTACHED W/2 -16d OSB SHEATHING ATTACHED () @ _ • AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FI 48" (4) FOR THE (2) 16d NAILS W/ 10d NAILS @ 6" O.C. • EACH CONN. @ 24" O/C FIRST (4) ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4° MOISTURE BARRIER 2x4 L 2 KIN (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & _<�,. JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 r= 1/2" SCREWS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED _- =�.r } SEE PLAN FOR BOND BEAM 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 :CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) }�`t MASONRY WALL I ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL ` �- - ARCHITECTURAL FINISH NOTE: OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD 10dx3" @ 4" O/C (2) 12d TOENAILS CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR EXT. WALL CON N . @ NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CON N. @ NON - LOAD RACING PROVIDED ITEXTEN7 BRACING MAY BE USED DS OVER AT LEAST 90% OF THE WEB. N PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES p B.u.c., SAME NUMBER OF ROWS, SAME SPACING)("8BEARING LOCATION UNEVEN CLG SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS SECTION 9 . ) E REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 AS PER BCSI 1-03 SCALE: N.T.S. S5 SrJ ADDITIONAL INFORMATION. SCISSOR TRUSS t 45° 2"x4" OUTLOOKER @ 24" 12 O.C. W/ (2)10d PER JOINT 6.9 MAX. MINIMUM 2x I OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) 10dx3" O/C 2"x4" TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2)16d PER NAILS JOINT "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" - 6'4" 6'-0" & GREATER SCISSOR GABLE - (1) 2"W' #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING .I I� 11 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) CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 ALTERNATE NON -DROP NOTE: GABLE END DETAIL MINIMUM (2) 16d PER JOINT MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING CROSS BRACING DETAIL J SCALE: N.T.S. TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SCISSOR TRUSS SCALE: N.T.S. S5 W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION "L" BRACE W/ 10d @ 4" O.C. 12 3 12 (SEE SCHEDULE FOR SIZE s.9 Mom' END JACK ° S5 AND LOCATION) 6.9 MAX. "L" BRACE W/ 10d 4" O/C 12 DOUBLE TOP PLATE @ 6,9 MAX. 5 (SEE SCHEDULE FOR SIZE 1 V-0" MAX. 5 g5 AND LOCATION) S5 2X4LEDGER GABLE TRUSS �60 � USP LSTA 18 s o 9C,� S5 S5 Y CORNER JACK DBL. TOP PLATE \-STUDS@16"O.C. IL Q z o TUDS 16" O.C. @ ° - - a ° --- _ -- -- UU 1— CONT. BEARING ONT. BEARING USP HGA10 (TYP.) USP SPT24 HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL @EACH STUD GABLE END BRACING DETAIL SCALE: 3/4^=1'-0^ MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OLO z M — o z Q v, z 4-J w .`j — w Q ("10 = ~ 80 :A In U M w — 8 W C f0 C', W t7 M O o0 _ ai z- o'i^ ¢m Sao A ' B Dof "ra ngy I �Opppp•j •SE r Ty oim W f�.Uj �•» � QC 0 �• ��•�'5r Swo `Q Q j +.t UE w.►SI\ oW r ��s„11l�1 o ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 fV0 Ors 0 M O M fpLn it1 cn •L d- Q LL Ufa Q � � z z § Z � J � W d- J W� za fa oo �M �8 K O J LL1WI d' z z a8 E_ � � M w �3 O 'p ;a 0 U z o J "I 41 N u- zLL4�o:J ^ Z J Ln di P ��6� afio W M V_ 2: Q Q Z War z Ln Z L m O W rn T-4 a c=n SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2n0 SHEET NO. S5 JAMB1X4 1/2" DRYWALL DOOR JAMB 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION � � REFER (RE 1 TO SHT. TO SHT. SDW`2-K1+� TO SHT. SDW2-K1 FOR CONN. ETAILS MAX 8' PROPER INSTALLATION DO NOT DO THIS ♦ ' 2'x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS ta-l FOR CONN. DETAILS♦ 1 X 4 4 #5 REBAR TYP, (TYP) ' 3/4 PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO X 4 3-1/4" LONG X 3/16" 0 FURRING X 3 LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR ` ' AND NAILED W! 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) ♦ ' BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH �� A 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL `STD. 90° HOOK (TYP.) STD. 90A 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1 P.T. & 1 x8 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" 1 X4 P.T.— Lil METAL SEAT PLATE �� O.C. & 4 FROM O.C. 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL E711 7/ NOTE: DOOR JAMB REFER EACH END W/ MIN ( DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR LAP SHEATHING TO BOTTOM OF ND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL ' ` JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS / 10d @ 12" O.C. — J FURRING 2X8 P.T. WITH 3/16" O X 3° LONG TAPCONS ' t2 NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND 2X8 P.T. 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. I ♦ JOIST & (4) 3/16"x1-3/4" WEDGE 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5^ NOTCH WEB AT THE ' FIRST 2 COURSES ♦ BOLTS INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �cc FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIF T CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1890 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) fir 2-0 MAX '" 8" 1-PLY PRE-ENGINEERED TRUSS 9 SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1!4x 31/4 " " TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) T" x 4' BLOCK HEADER TAPCONS 1/2" DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1" NAILS AND 8d NAILS AT 8" O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON THE (4) "X 1 t" WEDGE BOLTS [ (1) STRAP =1225 2 x 8 45A DIAGONAL (4)10d NAILS INTO BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#]) 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY-CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. � SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS • ' BACKSIDE TO FIT ARCH (4j 10d NAILS INTO 2x8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. • •.a. 2 x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHO ( ) PROVIDE TAPCON WITHIN ...°�: INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE DETAILS A THRU 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'/V WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY A, O� (2)10d NAILS @ 8" O.C. ERHgH TO TRUSS TOP CHORD ARCH DETAILrT�_ WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + �F/y0 TH PLYWOOD SHEATHING 11- 01' 51_ 0 11 JACK TRUSS PROVIDED BY SEE + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUIRED > ► ' ► ''� /4" MAX EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TO SUPPORT ° 4 ► 2'-0" 8" TRUSS SOFFIT + ° . ► • ► ��„ �' • ► p ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + + p ► ° CENTERED W/ 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . • . ► .' ° "� IN TOP EACH TRUSS ► .' ' KNOCKOUT / c� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d '� = NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. TAPCON AT SIDE PROVIDE 2x CONT. W/ (3) CONNECTOR - -- MONO FOOTING ' •• ; ' ► ° SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF EA. 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4° JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 _ ► 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SOFFIT CLEAN FILL ► 6. z TO BE INSTALLED DIRT BUILT UP PLWD. BUCK - '-0" MAX SEE PRECAST LINTEL °'. 4 'ffANDARD SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' HOOK N TO FIT ARCH CONNECT W/ 8d NAILS START OF ARC IF TRUSSES USED WI 2 #6 X 4%2° WOOD ) () FOR OVER HANG FILLED CELL, • - - �, - • - , 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") BTWN. OSB ARCH FACES W/ (4)10d NAILS INSTALL WDW, SCREW EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" ✓ ;� '� �,�'� THRU OSB INTO 2 x 8 O.C. •� ,• `, '• ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B-g ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSIONrM STEMWALL FOOTING SIZE AND REINF. PERLAN AND STEMWALL —� SCALE: N.T.S. MONO TO STEMWALL FOOTING SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS 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 AT LEAST 2 HOURS BEFORE PLACING MORTAR. EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS SILL. C) SET A FULLLL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE "S" "N". SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE OR 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 W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING SQUEEZED' OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/1 DIA. ALL , #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. a Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL REINFORCING COVER 6.0�� 5" EMBEDMENT & 3" MIN. (EVERY OTHER F.F. EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP 0 U.1 NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n n A ► w a A REINFORCING AS FOLLOWS: * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT P s r — — p w n- * PRESS PANEL REINFORCING INTO PLACE. . U z 5X6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL ► ° � � EXISTING FOOTING a - 2-#5X6 IN CONC. SMOOTH. DO NO FURROW. N FILLED CELL 3/4"X6" MIN . N. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE >. . ► . SET BAR N EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p e \ O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE i•, ° 'p ` REMAIN FREE OF MORTAR. NOTE: ' H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. C14g TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN.Of COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. j 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. (D'o Z g z�Z Q J o_ Q) cn 4--r w � p O LU CLI C/)ZD o o 0 U ,M w E 8 W — 8 c m cce) W :O 0 O O p = U E"2 C � ov Qa, 6Qa 0 V,........ ; ti AL ., .. W• "Cl Ol M W j� L N "•••n W �pp,r���n�,,�� 99 ! N1Y i'1 ` 0 0 U 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. 1f 0 Z r4 O�� ��Mo M a �LL� � d .M Qv a0 z J � W d' W z G �z8o z �g 8 ex r-I L V cu $� DC W OU -gyp _ LU U- O n Z �Qw3 z��Q J uj X Q W Q zko ado �< ~� M �t Cal ��1.Ya//,.��// Z QZQ LU N rn SCALE : AS NOTED DATE : 2/24/2014 TECH: WAM ES VERSION NO. 10 SHEET NO. �� CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 IL NAILED MAY BE NAIL (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSSi COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN EA. TRUSS DIRECTION TYP. —� '---LWOOD TRUSS -J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" "/ L- Ivu ` L!\VI 1 I 1\VVV •r L.LJ TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'4" O.C. EACH DIRECTION TYP. U.N.O.--� 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH TB 7 PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES ECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1/2"=1'-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) ,k 2x8 #2 SPF RIDGE BEAM ,k 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING r3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES ROOF SHEATHING ATTACHED PER 2x4 #2 SPF BRACING @ iiNAILING SCHEDULE 16" O.C. W/ (4) 12d COMMON TRUSSES. TOENAILS TO TOP�k",SEE TRUSS PLAN PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION NAILS TO TRUSS FPLPAF EOp INFORMATION. BOTTOM CHORD ,dkVARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE D 16" O.C. MAX. INFO. SECTION @ ENTRY s SCALE: 3/4" = V-0" USPLSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI (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-UF (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 2 MASONRY WALL 4 SCALE: 1/2" = V-0" USP HD4101F BUCK -- SEE ROOF PLAN FI MORE INI SEE PLAN FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION AINDICATED ON SCHEDU E/PLANM OPTION B CONNECTION INFO OPTION C. t-%nRARAnK1 ORA -rn onc-r ATTAt-%U1►A1=A1T / ,► \ SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. USP ST18 TYP. U.N.O. SEE FLOOR PLAN FOR f COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) 2x4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. A � A SEE PLAN FOR SCALE: 3/4"=V-0" BM. SPLICE OVER CENTER OF POST r f SEE PLAN FOR CANT. IF INDICATED CORNER dSEE PLAN FFOR MORE FOUNDATION 5" �X COMMON BM. ATTACHMENT SCALE: 3/4"= V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MIDDLE 8d NAILS AT 4" O.C. SEE PLAN FOR VALLEY TRUSS INFO. MASONRY WALL BELOW: USP g. HTA16 @ 4'4" O.C. TO GABLE MASONRY WALL TRUSS BEAM BELOW: USP OR BEAM HTW20 @ 4'-0" O.C. TO GABLE SEE TRUSS PLAN TRUSS COMMON TRUSS ate. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" EXTERIOR ATTACHED SCHEDULE KNEEWALL 2X4 #2 SYP NAILER. NAIL TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d 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 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED ENTRY FRONT WALL SCALE: 1/2" = V-0" USP JU26 OR IF 2 PLY ' TRUSS USP JUS26-2 TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) L� ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SEE FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLE SEE 2/D2 FOR BLOCKING INFO) -MASONRY WALL (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = 1'-0" LOW ROOF/WALL--{ SHEATHING ATTACHED\ PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTIVAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ USP MTW12 TO BLOCKING BELOW @ 16" O.C. r: �r PLYWOOD FLOORING LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN EXTENSION SEE TRUSS JUS24-2 EACH END MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION @ BUMP OUT �39 SCALE: 3/4"=V-0" DETAILS &SECTIONS Z c — o Z Q J t/i CD Q) N ';-J w r6 0 'U — 0 w E Vi o o U LU ' F-8 a) Cn C M M Ooo = iY $" co 0 Co C' e < 0) O � < A 1 Nranr qgpv .... ti ON AL O 4��y, ` MCI •L1� . ran...... c� �° MZ�y��$ SS�C o� W - 111{I1`o'F o io U Q O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 oN Z N OWCD M �O U-)In M a cn•L�t vLn a°U F- o.00 z Q � E � Z � WC:) J � d- W =d Gam, WA4Q' 880 ~ @Zx §N-, a0� 0 GC I— Z :01X �, M O '0 = �w LU J w oV Z F, W U3 o N 2<0 ; W a3Z Z �s J ri Ll.l 6i Z a E 8 m � gUj rn ,--I a cn f SCALE: AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^ or) WEATHER ✓E BARRIER & tARILY SECURE WEATHER WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat 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 SELF -ADHERED FLASHING HALF ROUND WINDOW rui�rnrvu rv.v� mw WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF J01: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 z SELF -ADHERED FLASHING u on Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER 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 2 0� J WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING mo A RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE r- SELF -ADHERED FLASHING----, F_ SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING No FOUNDATION WEEP SCREED DECK JOIST , OUTSIDE CORNER I SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) r O Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster 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 (D _- Z M - o Z Q 13 _I CL Z Vn)' UI cn 4W w (10 p U - w O(D41 ~ - V) Lv o o V)ZD U 0 w I- rnM M c M co m .2 . . 000 -8 asE " _ U� :6 U_ o 0aC) Y Q rn 0V gi Q o A , Ncenl ti29 so N _ CIDO CU fV �A go, _; Z z � o � z oololill ` w O I& IL Ir 7 ry LL IJL WyrLLo o_a- Z �`)0):3 O ag cz� O O .ZM V r$1 m m Wgw°? E �N � o N � � To the best of the Engineer's knowledge, inform❑ation❑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. i O O Z f�1 O v N M O M Q IN L InI- a. M QY V M '--' Q CD Zra W rr zaa �a F- I�oo �w Z Lu 1!J rl�J i r N LJ Z Z � tv M LL O a 0 I I= U = a LUsc W og asQ�j�X�Q ' W O V V a Z 8. s J 7-4W" 0 z {W� V Q Z tT Q �Z Mr W rn :51 9 *-t a- cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. WP rlI f' ill i -Cu O U L C USP Flonda Statewide Evaluation Repoo Simpson Florida Statewid� E,)klafiurl R�port tD 0_ O W LL .� - �cu � N O O O O .L Q L � Q W z ��) a�aaasa>• L L U L vI V I- O L L � z Q J a a SHEET NO. PA 1.0 A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2808 U HD210-2 FL17232.3 ESR-3445 HU210.2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10855.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET O LL HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 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 ff y--� HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 they will be utilized on the construction protect for which you are applying for a building permit. We recommend you intact your local product supplier should you not know the O HD410 FL17232.4 ESR-3445 HIJ410 FL10655.44 ESR-2549 N (D HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD810 FL17232.4 ESR-3445 HU810 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAMIOKT FL17689.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FLt 7236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETAt6 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT18 FL17324.1 Evaluation Report HTT18 FL11498.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11498.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 Clopay Building Products Residential VNndCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf HTTS FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 NIA (see lest sht) HTW16 FL17244.8 ESR-3455 HTS24 FL10458.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10458.28 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM18 FL11473.11 SIM200802 A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM18 FL6223.2 Evaluation Report HGT2 FL10458.18 ESR-2613 HTWM20 FL8223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.82 ESR-2549 HUG73 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210.2 FL77232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS28-2 FL10855.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10855.113 ESR-2549 JUS28-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEGS FL10867.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST280 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10652.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 Florida Metal Products, Inc Vent RV10 FL2075.1 N/A LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 Lomanco, Inc DA-4 Exahuat Vent FL17202.1 N/A LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent The FL18588.1 N/A LSTA36 FL17244.18 ESR-3455 LTT206 FL11498.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS20B FL77219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10448.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL10448.18 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MPS FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL77244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL1724426 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10458.35 ESR-2613 MTW18 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10886.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X18U FL578.3 Evaluation Report GLTV3.518 FL10867.8 ESR-2615 PAU44 FL17239.13 ESR-3448 FGTR FL11473.2 SIM200802 PAU88 FL17239.13 ESR-3449 CS16 FL70852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613 PHXU3518 FL17241.20 ESR-3444 H10 FL10458.8 ESR-2613 RFUS FL8223.5 Evaluation Report H10-2 FL10458.7 ESR-2613 RS150 FL17244.27 ESR-3455 H10A FL10458.8 ESR-2613 RT15 FL17238.11 ESR-3448 H3 FL10456.13 ESR-2613 RT18-2 FL17238.10 ESR-3448 H4 FL10456.14 ESR-2613 RT18A FL17238.10 ESR-3448 H5 FL10456.15 ESR-2813 RT3A FL17238.11 ESR-3448 H2.5 FL10456.11 ESR-2613 V ICU RT4 FL17238.11 ESR-3448 H2.5A FL10458.12 ESR-2813 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10458.41 ESR-2613 O RT7A FL17236.11 ESR-3448 SP2 FL10458.42 ESR-2613 RTBA FL17236.11 ESR-3448 SP4 FL10458.43 ESR-2813 SPT22 FL17244.30 ESR-3455 SP8 FL10458.44 ESR-2813 SPT24 FL17244.31 ESR-3455 SP8 FL10458.45 ESR-2613 O SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2813 SPTB FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2813 SPTB FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2813 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTHB FL17244.32 ESR-3455 O ICU HHU528-2 FL10655.3 ESR-2549 SPTHB FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11488.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11488.10 SIM200804 THD28-2 FL77232.17 ESR-3445 HD08-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 m THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHDB FL17219.6 ER -ICU 0 200 LGUM26-2 FL11473.12 SIM200802 product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Numbers) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThennaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThemtaTru Premium, Construction Series and Benchmark FL15225.8 +47.0l-47.0 psf ThermaTru Fiber Classic /Smooth Star FL15000.1 +55.0l-55.0 psi B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WlndCode Doors W5 (18X7) FL15279.53 +30.0/-30.0 psi Clopay Building Products Residential V1AndCode Doors W8 (8X7) FL15279.85 +38.0/-42.0 psf 2. WINDOWS General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0l-50.0 psf General Aluminum Company Series 1980/1990 FL15268.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series t550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900I1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Herdic Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Veined Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Undertayment FL72328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlaymenta FL21875.1 N/A POLYGLASS USA Polyglaas roof underlayments FL5259-R26 +N/A/-622.5 C. ROOFING FASTENERS NOT USED E. ROOFING TILES Borel The Villa 900 FL7649.24 - FL7649.26 N/A Boral The Saxony 900 FL7849.13 - FL7849.16 WA F. OTHER 8. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Stone Panels FL15076.1 - FL75076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Stone Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Stone Panels FL17869.1 N/A 8. STRUCTURAL COMPONENTS A. W000 CONNECTORS/ USP Structural Conn. sae cha rt ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MITek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Verse -Lam SP FL1644.1 WA Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber- TJI FL1630.1 - FL1630.11 NIA Weyerhaeuser !Level Rim Board, LVL, PSL, LSL FL8527.1 - FL8527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSboxBLT, PSboxBLT(5-5/8) FL5450.1 NIA Powers Steel, Inc. PowerBOX6 Lintels FL11383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of Inspection of these products, the following Information must be available to the inspector on the jobsfte; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed If approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE N to N U O-0 0 Q c cU i7 Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of 1 '� Building Codes and Standards 1/9rz017 Building Codes and Standards 1/92017CIO V C -M Florida Department of Business & Professional Regulation Page 1 of O U Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/9/2017 0 O C L �j FLX 5225-R3 FL#15=-R2 Product Approval Application Detail 0 CL C Code Entity 9 Date Date Date Pend Ina Date 24$B Entity or 2M 20 Data Pending pie is Q O T- Verelo Manufacturer Contact Enadneer & License Validated By Validated Submitted FBC Approval ADDMyad Status I1(t�lS Varslo Manufacturer Contact Enalnaar 6 License Validated By Validated FBC Approval Approved Status FL#15332-R3 Products a+- O j Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06l28/2015 0&13l2015 07/05/2015 Approved Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F, Schmidt, P.E. Ryan J. King, P.E. 06/21/2015 05/29/2015 07/05/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design 2 Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-8555 Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767.6555 Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure E Q) Subcategory: Swinging Exterior Door Assembles rickyerwbldgconsuhants. subCategory: Swinging Exterior Door Assemblies Compliance Method: Report from rickwl@rwbkdgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX 12131/2017 No Yes No N/A N O CU t l Compliance Method: Certification Mark or Listing P 9 com Evaluation a com XO, XX 96&quot;x98&quota � � aF. � Q, FLtt15225 RS Products 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 U Professional Engineer 143&quotx96&quota -C - Quality Assurance Approved for Use Approved for Use Impact Design 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12/3112017 No Yes No N/A Se # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside KVH Resistant Pressure FL#15000-R2 Products 146 t;x98&430/440uALUMiNUM 5 a. &quot;Smooth-Star&quot; and &quot; Benchmark by 8/8 and 810 Opaque and Glazed Fiberglass Door with 12131/2021 No Yes No N/A 8 SERIES 430/440 ALUMINUM SGD ES SGD XXX 12/31/2017 No Yes No NIA Therma-Tru&quot, and without Sidelites. Inswing and Outswing Sea # Product Modal. Number or Name Quality Assurance Product Description Contract Drplretlon Approved for Use Approved for Use Data in HVHZ Outside HVHZ Impact peslpn Pressure 9 SERIES 4301440 REINFORCED ALUMINUM SGD 143&quot;x80&quot; NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No N/A 8 f. Ties& Premium Series&quota, ark b&quoConshu -Trution Serles&quot; and &quoY,Benchmark by Therms-Tru&quota 6/8 and 8/0 Opaque and Glazed Steel Door with 12/3112021 Transoms. With and without Sideliies. Inswing and No Yes No N/A 1 a. &quot;Fiber•Classic&quota or &quotSmocth-Star&quok e&#39;8 &quot;Non-Impact&quot, Opaque Fiberglass 12/31/2018 Yes Yes No N/A XXX 143&quot;x96&quok with Transoms Outswing Door with &amp; without Sidelite(s) - OutsWng (X OX or XO, 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 8, Professional Regulation Page 1 of 1 Building Codes and Standards 1/9R017 FL#15279-R4 Building Codes and Standards 1/1042017 Product Approval Application Detail 29A Entity or 209 291 Date Pond Ina 20 Product Approval Application Detail I= Verelo Manufacturer Contact Engineer & License Valid By Validated FBC Approval ABp!8Yed to FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 08/12/2015 03/19I2015 06/21/2015 Approved FL#11537 R6 Cotle IBM or 22e 29e Date Pending 20 Category:(513) Exterior Doors (513) 770-6062 Inc. 519.8568 �� Entity or Q�g � Date Pending � I= Varslo Manufacturer Contact Enalnaar & License Validated By Validated FBC Approval v � Status Subcategory: Sectional Exterior Door Assemblies mwestarfieldCclopay.com IM Varslo Manufacturer Contact Enoinser & License Validated By Validated Submitted FBC Approval Approved Revision 2014 MI Windows and Doors Brent Sillinger Luis Roberto Lomas Steven M. Urich, PE 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved Compliance Method: Certification Mark or Listing Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Ted Berman, PE 07121/2015 07/21/2015 07/27/2015 Approved Category: Windows Subcategory: Single Hung (717) 365-3300 PE-62514 (717) 317-8454 bsM!nger@mhW.com FL#15279-R4 Products Category: Exterior Doors (841) 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.kraschela,�doorgro Florida Registered Architect or a Licensed Florida z4�# Product Model. Number or Name Product Description Contract Expiration Date 1n KVHZ Outside HVHZ Resistant Pressure Compliance Method: Certification Mark or Listing up.com Professional Engineer 37 037 W5-09 PAN-21`151: 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-RS Products FL#75217-R4 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174; W5 Garage Door PSF Quality Assurance Approved for Use Aparoved for Use Impact Design Quality E GD5S, GDSSV, GR5S, GRSSV, ARSS, ARSSV, E5 D DSDSSV a- ## Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZPressure Resistant uLe gaa # Product Model. Number or Name Assurance Product Description Contract Expiration Data Approved for Use Approved for Use In HVHZ Outside HVHZ Impact Resistant Design Pressure , 1 607. 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered 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 N/A 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 1500. 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (97' to 16101, 05/21/2028 No Yes No +30 PSF/-30 2 M, CM, and G Series Frames hollow metal doors. Three sided and four sided single and pairs of 12/31/2017 Yes Yes Yes N/A 5 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 SERIES GA 195 ALUMINUM SH NI 54X72 12/3112017 No Yes No Yes No No N!A N/A 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/31/2017 No Yes No N/A GDSSV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 W8-09 PAN-2F153: 73, 75, 64A, 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 12/31/2017 No Yes No N/A 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDC0DE&#174; WO Garage Door PSF CONTINUOUS HEAD AND SILL 881/8X72 102 102 WB-18 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, 4RST, 6RST, GD5S, GRSS, AR5S, ED5S Steel Pan (min. 25 ga.) Double -Car (92' to 162" 05/21/2028 wide) WINDCODE0174; W6 Garage Door No Yes No +37 PSF!41 PSF cz Florida Department of Business & Professional Regulation Pape 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/942017 Building Codes and Standards 11WO17 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 O Product Approval Application Detail Building Codes and Standards 1/9f2017 ■ FL#15278-11114 Product Approval Application Detail FL#15288-R2 Code Entity o 202 Date Date Pend Ina Date co Cotle Mgr pate p� Date pending p ZY� Verelo Manufacturer Contact Engineer & License Validated By Valid Submitted FBC Approval Approved Status FL#15333 R2 I1fp4 Yelfls: Manufacturer Engineer & License Validated By y FBC Approval epprQ,Yed ,Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 0851/2015 09/05/2015 10/18/2015 Approved Affirmation 2014 MI Windows and Doors Brent Sillinger Luis Roberto Lomas Steven M. Urich, PE 04/3012015 04/30/2015 05/1012015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317.8454 Code Entity or Date Pend Ina 20 Category. Windows (717) 385.331X) PE 82514 (717) 317 8454 3ubCategory, Fixed Compliance Method: Evaluation Report from a bsidinger(Imiwd.com I= Versio Revision 2014 Manufacturer MI Windows and Doors Contact Eno ineer& License Validated By Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE Validated Submitted FBC Approval 06l29/2015 DY19/2015 07/05/2015 Bpp�Yed 08/19/2015 S�fYe Approved ■ Subcategory: Horizontal Sklar baillirger4omiwd.com Florida Registered Architect or a Licensed Florida Category: Windows (717) 00 PE 82514 (717) 317.8454 r Compliance Method: Evaluation Report from a P Po Florida Registered Architect or a Licensed Florida Professional Engineer 9 Subcategory, Mullions bsitlinger�miwd.com ger@ Professional Engineer FL.#15276-R4 Products Compliance Method: Evaluation Report from a Po Florida Registered Architect or a Licensed Florida FI-015288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer Quality Assurance Qy Approved for Use fi noroved for Use Impact Saa # Product Modal. Number or Name Product Description Contract Expiration Data In HVHZ Outside HVHZ Resistant Pressure FL#15333-R2 Products � Product Model. Number or Name Contract Drpiretlon Data In HVHZ Outside HVHZ $�pj Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PJJ NI 98X48 FIN 12/31/2017 No Yes No NIA 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No WA 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No WA Quality Assurance Aporovid for Use Approved for Use Impact Design 72XS4 FLANGE se# a Product Modal. Number or Name Product Description Contract Expiration Date in HVHZ outside mMZ Resistant Pressure 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yea No NIA 7 SERIES GA 196 ALUMINUM PW SERIES GA 195 ALUMINUM PW N19SX48 12/31/2017 No Yes No WA 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12131/2017 No Yes Yes N/A 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER 72X54 SERIES GA 198 ALUMINUM XOX HORIZONTAL 1213l/2017 No Yes No N/A 8 FLANGE SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No N/A ♦-j SLIDER 108X48 9 SERIES GA 505 ALUMINUM PW PW NI 72X72 FIN SERIES GA 505 ALUMINUM PVJ NI 72X72 FIN 12/31l2017 No Yes No NIA ^, V/ 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No WA SLIDER V 0 ca O L- U O Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards I/W017 Building Codes and Standards 1/M017 Building Codes and Standards 1/9/2017 C Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail (f) ICU FL# 3192-R4 FL#15272-R1 FL#5444-R10 ■ ■�■ Coda IM Verelo Manufacturer Entityo Contact Enoinser & License Validated By 20 Date Validated submitted Date Pending FBC Approval Date Appmvod Status Sr_iio .t Dung Va=io Manufacturer Entity or Contact Eno Inter & License Validated By )M 20 Date Pendlna Validated Submitted FBC Approval 29e Approved Code jySe Verelo Manufacturer 911 or Contact Engineer & License Validated By Date 20 Data Pend Ina Validated FBC Aporoval 2112 Approved Status � Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald 1. Ogawa John Southard, P.E. 08/28/2015 08/17/2015 09/07/2015 10116=15 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01l2015 04/15/2015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Harper Robert Nieminen John W. Knezevich, PE 12/14/2018 12/08/2016 12/15/2016 Pending FBC Approval Category Panel Walls (909) 349.2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) M-2389 PE-43409 (813) 767.8655 Category: Roofing (610) 651-5847 PE-59166 (954) 772-6224 Subcategory-. Siding pingsheng.zhualameshar Subcategory: Soffits nthompsonrMalside.com Subcategory Asphalt Shingles morkd.harner@saint-gob Compliance Method: Evaluation Report from a die.com Compliance Method: Evaluation Report from 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 F'L#15272•RI Products FL#13192-R4 Products FL#5444-R/O Products L Saa # Quality Assurance Contract Expiration Date Approved for Use Approved In HVHZ for Use Outside HVHZ Impact Resistant pg few Pressure Sea # Product Model. Number or Name Quality Assurance Product DascHotlon Contract Expiration Date Approved for Use Approved for Use In HV14Z Outside HVHZ Ippggj paslon Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. &quot;2T&quol; Soffit Vent or Solid Vinyl Soffit 12*112018 No Yes No N/A boa" Product Model. Number or Nam Product Description Contract Expiration Date InJ VHZ Outside HVHZ 8egjgtant Pressure � Q W 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes WA N/A 2 b. &quot;Alliance T4&quot Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No WA 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03l2017 No Yes N/A N/A Z architectural asphalt roof shingles Z Q J d SHEET NO. PA 1.1 FL#12329-R7 Products Sao # Product Model. Number or Name 8 No. 15 UL Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 1/92017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Jet Beslpp Product Descilotion Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Asphalt saturated organic fell 01 /07/2019 No Yes N/A N/A Search Criteria Code Version: 2014 FL # 12328 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL FL.#2075-R7 920 Iypa Versio Manufacturer Affirmation 2014 Florida Metal Products Inc. Category: Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2075-R7 Products Ana Product Modal. Number or Name 1 RV10 FL#r84g-Rg code Tvoe Versio Manufacturer Revision 2014 Boral Roofing / Monierl-ifetils Category: Roofing SubCategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FLa7849-R8 Products Sea # Product Model. Number or Name 13 Saxony 700 - Shake, Slate &amp; Spilt Shake 14 Saxon 900 - Country Sla te, Shake &am •Slate Y uY P, 15 Saxony 900 - Country State, Shake, Slate &amp; Split Shake 16 Saxony 900 - Hanford Slate, Split Old English Thatch, Shake, Slate, Country Slate 24 Villa 900 25 Villa OW 26 Villa 900 FL#12656-R0 Code Iypg Versio Manufacturer Revision 2014 Town and Country Industries, Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLE 2056-R5 Products AK9 Product Model. Number or Name 1 0.050&quot; Aluminum Storm Panel 2 &quot;Safety Edge&quot; Storm Panels 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or pate late Date Pendino tag Contact Engineer & License Validated By validated Submitted FBC Approval Approved Status Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/272015 02/27/2015 03/092015 Approved (904) 783-8400 (786) 315-2590 clark@flamoo.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Validated By Thomas Jammed ICC Evaluation Service, LLC Gary W. Walker (eO2) 289.2288 (205) 854-01 eO thomas.jemmettCboral. oo m Product Description Flat Profile - Stockton Flay Profile - Henderson Fiat Profile - Lake Weles Fiat Profile - Stockton Medium Profile - Lake Wakes Medium Profile - Denver Medium Profile - Slockton Page 1 of 3 1/92017 Date Data Data Pending Date Validated Submitted FBC Approval Approved Status 09/102015 08/25/2015 09/20/2015 Approved Quality Assurance Approved for Use Approved for use Impact Design Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 12/31/2018 No Yes WA WA 1 12/3120 8 N 0 Yes N/A WA 12/312018 No Yes N/A WA 12/31/2018 No Yes WA WA 121312018 No Yes WA WA 12/312018 No Yes WA WA 12/31/2018 No Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1/92017 EMnv or Dag 20 Data Pend Ina tag Contact Enainser & License Validated By Validated Submitted FBC Aooroval Approved ,Status Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04292015 0428/2015 05/04/2015 0822/2015 Approved (954) 4934Z51 PE-0048549 P.E. tonrj®tc-slum.com (305) 51043531 Product Description 0.050&quot Aluminum Storm Panel with Optional Clear Panels &quoKSatety Edge&quot; Storm Panels, 28gs (0.018iiquot,&quoQ Steel, 0.022&quoK Alum (Pert and Non -Pert), Clear Polycarb (Full and Hall) 24ga (0.0232&quot) Steel Storm Panel with Optional Clear Panels 0508quot; Aluminum Non -Porous Hinged Storm Panel Quality Assurance Contract Expiration Date 12/31/2018 Approved for Use InHVHZ No Approved for Use Outside HVHZ Yes Impact Resistant Yes Design Pressure WA 12/312018 No Yes Yes +54/-54 121312018 No Yes Yes +100/-100 12/31/2018 Yes Yes Yes NIA FLO21675-RO 202 I= Verslo Manufacturer New 2014 HomeGuard Building Products, Inc. Approved Category: Roofing Subcategory: Underlayments Compliance Method: Evaluation Report from a Product Evaluation Entity FLU21675-RO Products 2 ,9 Product Model. Number or Name 1 ToughSkin Synthetic Underlayments FL#17202-R1 Code =ypg Versto Manufacturer Revision 2014 Lomanco, Inc Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-R7 Products Dial Product Model, Number or Name 1 Deck-AirTM DA-4 2 OmniRidge&#174; PRO Vent PR04-N FL#15076-R3 Code Ivpa Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category. Shutters Subcategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products tt" Pro(juct Model. Number or Nama 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ F1.915076-R4 Code Jens Versto Manufacturer Revision 2014 Global Protection Products, U.C. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#15076-R4 Professional Engineer Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#17W9-RO 2gde IYpa Versio Manufacturer New 2014 All American Shutters and Glass Category: Shutters SubcategoryStorm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17869-RO Products sea # Product Model. Number or Name 1 22ga, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 202017 Entity or 20 Data pate Pendlna 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved alln John Cheslak Intertek Testing Services NA, Intertek'resting Services 020/2017 01/25/2017 02/032017 (904) 240.1382 Inc. NA, Inc. john.cheslak@hgwrap.co (804) 520.3321 m Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes WA N/A ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 Entityar tag 2a14 Date Pending tag Contact Engineer 8, License Validated By Validated Submitted FBC Aporoval Anorroved Mau Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/012015 05/012015 05/102015 08222015 Approved (501) 982-6511 PE-31242 (717) 317-8454 acarter@lomanco.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97.5 Mechanically Attached to Plywood Deck, Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/.165 Attached to OSB or Plywood Deck Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or tag Date Date Pendlna 20 Contact Engineer & License Validated By Valldatatl Submitted FBC Approval ApproYed Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/062015 04/242015 05/112015 06/232015 Approved (954)689.7545 PE-44167 (954)772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact eD slan Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 121312017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes WA or not by tracks to provide hurricane protection. Entity or 281E 20 Date Fondling nag Contact Enainser & License Validated By Validated Submitted FBC Approval Approved States Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12212016 12212018 Validated (954)689-7545 PE-44167 (954)772-8224 tim. mbinsonagppent.com Quality Assurance Approved for Use Approved for Use 10la$ct Design Product Description Contract Expiration Date Ind Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/312017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 121312017 No Yes Yes N/A or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 Entity or Daft tag Date Pending late Contact Engineer & License Validated By Validated Submitted FBC Approval Approved AMA Mike Barbieri Frank L. Bennardo, P.E Jorge A. Pomerantz, P.E. 07/032015 07/032015 07/1012015 08/182015 Approved (561)712-9882 PE-0048649 (954)394-8521 ml kebC allamericansh utte rs.com Quality Assurance Approved for Use Approved for Use Impact Design Product Descrioton Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 22ga, 24ga Steel Storm Panels 12/312017 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail 17 f/5219-R3 29.92 1j(pe Verelo Manufacturer Contact Engineer & License Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Category: Roofing (813) 248-3458 PE-31242 SubCatagory: Roofing Accessories that are an fivelidation(Myahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL1i5219-R3 Professional Engineer Products Ala Product Model. Number or Name Product Description 1 1- &quot;Flat Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 2 2- &quoKRound Top Off Ridge Vent with Baffle for Minimum 28 Gauge Steel, Nominal 4&#39;, 8&#39;, Tile&quot; 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 3 3- &quot;Standard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 8&#39;, for Shingles&quot, 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck FL#16566-R1 Code jypg Versio Manufacturer Affirmation 2014 O'Hagin Manufacturing, LLC Category: Roofing SubCategory. Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#1651304U Products Sea # Product Model. Number or Name 1 0&#39;Hagin&#39;s Cloaked Vent Tile FL815088-Rl Code jvoa Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15088-R1 Products Sea # Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 FL#1999-R5 Code Da Versio Manufacturer Revision 2014 ITW Building Components Group Inc. / Paslode Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a FL#1999 R5 Product Evaluation Entity Products Sea # Product Model. Number or Name 1 ITW BCG Higher Strength (H &amp; S) 2 ITW BCG Hinge Plate 3 ITW BCG Trulox 4 ITW BCG Wave Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/920r7 tag Ding pate Pond !no Peg Validated Submitted FBC Approval Approved 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved Quality Assurance Approved for Use Aonroved for Use Impact De$19n Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 12/31/2019 No Yes No N/A 12/312019 No Yes No WA 12/312019 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1/102017 Entity or 20 20 pate Pending P= Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/172015 06/172015 0625/2015 Approved (707) 872-3620 (305) 868.4707 gdaniets@ohagin.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Attic Ventilation Product for the roofing applications 04/042018 Yes Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/82017 Entity or nag Dag Date Pend Ina Dag Contact Engineer & License Validated By Validated Subs 11152Approver Approved States Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevtoh, PE 0427/2015 04/242015 05/03/2015 0823/2015 Approved (954)689-7545 PE-44187 (954)772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Coated Polyethylene Fabric Panels retained by tracks 12/312017 No Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 20e pate Date Pend Ina Contact Engineer & License Validated BV Validated Submitted FBC Approval Approved Status Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03252015 0320/2015 03/29/2015 Approved (847) 918.6473 (407) 681.1917 slevAs@alpinsitw.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside H Resistant Pressure Metal Connector Plate 12/312020 Yes Yes WA N/A Metal Connector Plate 12/312020 Yes Yes WA N/A Metal Connector Plate 12/312020 Yes Yes N/A NIA Metal Connector Plate 12/312020 Yes Yes NIA N/A N C/) -0 N Ca > N -C— �r .e_.. U L In-O � 0 C .� (U V U) � O L_ O 0 O .Cn Cn CD Cl) C C CD p Q Li r-- -0 . _ � U) IQ Q Q Z Z W J A 9 FLA2197-R5 2292 Iypg Verelo Manufacturer Revision 2014 MiTekIndustries, Inc. Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2187-R5 Products S # Product Model. Number or Name 1 Ml8SHS 2 Mil 16 3 MT18HS 4 MT20 5 Mr20HS FL#16W-R8 Code 11� Verslo Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity F.#1630-RB Products Zing Product Model. Number or Name 1 TA 110 2 TJI 210 3 TJI230 4 TJI360 5 TA 5W 6 TJI/560D Florida Department of Business & Professional Regulation Page or Building Codes and Standards 11/92017 Product Approval Application Detail EutiO(sf 20 20 Date Pendina Red Contact Engineer & License Validated ev Validated ,Submitted FSC Approval Approved AMU David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 08/11/2015 07/05/2015 Approved (314)851.7480 LLC. dwertQmii.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 IS ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 12/3112017 Yes Yes N/A N/A 20 ga. truss connector plate 12/31/2017 Yes Yes WA WA 20 ga. high strength truss connector plate 12/31/2017 Yes Yes NIA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 1/9/2017 Entity or 201 20 Date Pendina 20 Contact Enalneer & License Validated By Validated iSubmitted FBC Aooroval Aooroved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/08/2015 05/12/2015 07/302015 Approved (253)924-4084 (W8)839-13" j i m.anderson2@Weyerhae user.com Product Description Prefabricated Wood I -joist Oualltv Assurance Contract Ewlration Date 03131/2017 Approved for Use jpKVKj No Approved for Use Outside HVHZ Yes Impact Resistant N/A Design Pressure N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes WA N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A WA 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 FL#t644-R4 Jyps V�o Manufacturer Revision 2014 Boise Engineered Wood Products Category. Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL9164444 Products Sect # Product Model. Number or Name 1 Versa -Lam Search Criteria FL#6527-R6 22a Iyp4 yggig Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a FLAW27 S Products Product Evaluation Entity Iim Product Model. Number or Name 1 iLevel Rim Board 2 Microllam LVL 3 Parallam PSL 4 TimberStrand LSL FL#6527-R7 Code Iyp4 Verslo Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a FL#6527-R7 Products Product Evaluation Entity 2" Product Model. Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 1/92017 Entity Date 20 Date Pend Inc 20 Confect Ennn afar & License Validated By Validated Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 08/02/2015 Approved (541) 828.0200 Wood Association roberttayloriCbc.com (253) 820-7467 Product Description Laminated Veneer Lumber Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date In HVHZ Outside HVHZ Resista pressure 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 1/92o17 Entity of Date 20 Date Pendina 2111111 Contact En9111M & License Validated By Validated aSubmitted FBC Approval Approved At= Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/08/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (808) 839.1344 j i m.andemon2@weyerhae user.com G�'fi71�1i7 Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Parallel Strand Lumber 03/31/2017 No Yes WA N/A Laminated Strand Lumber 03/3l/2017 No Yes WA N/A Entity or Dim Do 2A%2 ndlna go Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11/05/2016 Approved (253)924-4084 (8W)839-1344 j i m.andemon2@weyerhae user.com Quality Assurance Approved for Use Approved for Use Impact Deslan Product Descriotion Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure LaminatedLaminated Veneer Lumber 03/31/2017 No Yes WA N/A Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A NIA Structural Composite Lumber or Oriented Strand 03/3l/2017 No Yes NIA N/A board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A FLff1645-R4 I= Ve290reio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1645-R4 Products S # Product Model. Number or Name 1 AJS Joists FL0168-R7 Iygg V�o Manufacture Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology FL#158-R7 Products Compliance Method: Certification Mark or Listing Sea # Product Model. Number or Name 1 High Strength Concrete Lintels FL#158-R8 Code I= Verelo Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology FLJN 58-R8 Products Compliance Method: Certification Mark or Listing Its Product Model. Number or Name 1 High Strength Concrete Lintels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 20 220 Date Pendina I?pt4 Contact Enalneer & License yalldatad By Validated Submitted FBC Approval Approved $Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05AM015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620.7487 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Wood &quot;l&quot; Joists 01/01/2035 No Yes NIA N/A Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards l/s2017 Product Approval Application Detail jentlN or 20 jig Date Pendina 20 Contact Engineer & License Validated By Validated ,Submitted FBC Approval Approved $ Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved (813) 821-4641 (78e) 315.2590 cparrino@castcrete.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 8, 8, and 12 inch wide lintels 05/2112016 Yes Yes N/A N/A Entity or 2$11 Date Pendina Contact Eno lneer& License Validated By yalldaU Submitted FBC Approval Approved Status Craig Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/0e/2018 Approved (813) 821-4641 (786) 315-2590 cparrino@castcrete. oom Quality Assurance Approved for Use Approved for Use Imoasf Deslon Product Description Contract Expiration Date InHVHZ Outside HVHZ Resistant pressure 4, 6, 8, and 12 inch Wide lintels 05/21/2017 Yes Yes N/A N/A -a--r N i� CO N }. U gZ3j N O a O CD CD O O O LL O .c E O O Q � (fin - .� �'/^� VJ Q Q Q z z W J V C: Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business &Professional Regulation Page 1 of Building Codes and Standards 1/92017 Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/92017 Product Approval Application Detail Building Codes and Standards 1/92017 �+ Product Approval Application Detail Product Approval Application Detail FI.05450-R5 CU FL#1774-R4 9"2 Entity or 1 20 Date Pendina Pik F1.011383-R4 Ijmg Vereio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved awl 2292 Entity or � l l0 Revision 2014 Powers Steel Inc. William powers Steven W. Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 06QW2015 Approved D=d= Vere4 Manufacturer Entity or Jlidat )� Data oDrova Contact Enalneer & License Validated By Validated Submitted g1 FBC Approval Dray Approved Status I= Verelo manger Revision 2014 Commercial Concrete Products,lnc. Contact Engineer & License Validated By Robert Gillis THUY H. HUYNH Florida Engineering Validated 07/03/2015 Submitted FBC Approval 06/24/2015 0BQ=015 ApproYe$ 08/2812015 a Approved Category: Structural Components Subcategory: Products Introduced as a Result of (602) 437-1160 PE-605M GREENBERG, RE, bill(ppowerssteel.00m (813) 645-0166 Revision Revision 2014 Powers Seel Inc. William powers Steven Schaub SAMUEL A. 03/2612015 03/23/2015 03/30f2015 06122/2015 Approved ss — Category: Structural Components (813) 6%3707 PE- 0122 Solutions New Technology Category: Structural Components Subcategory: Products Introduced as a Result of (602) 437-1180 PE 80509 GREENBERG, RE, bill@ powerssteel.com (813 ) 645-0166 Subcategory: Products Introduced as a Result of prepatgatorQyahoo.com (352) 588.5311 Compliance Method: Evaluation Report from a New Technology New Technology Florida Registered Architect or a Licensed Florida Professional Engineer 9 Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida FL#6480 R5 Products Professional Engineer Professional Engineer FL#1774-R4 Products Quality Assurance Approved for Use Approved for Use Impact D3slan FL#11383-R4 Products Saa # Product Model. Number or Name Product Description Contract Exoiretion Date in HVHZ Outside HVHZ Resistant $4glyrq Quality Assurance Approved far Usa Approved for Uae Impact J� 1 PSboxBLT, PSboxBLT(5-5/8) Powers Steel lintels are field assembled lintels 01/27/2017 No Yes N/A WA Product Model. Number or Name Quality Assurance Approved r Use Approved for Use ry-��° Product Contract Date In HVHZ Outside HVHZ �� � Resistant $gggu�e Product Model. Number or Name 1 Quality Precast or Commercial Concrete Products Contract Expiration Date Precast and Prestressed Concrete Lintels 05f25/2024 In HVHZ Outside HVHZ No Yes Resistant WA 1 NIA consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing 1 1 PowrerBOXB Lintels /01120EKDIMtion SteeDesl Powers Steel Lintels are field assembled consisting OtI01 /2017 No Yes Lintels N/A N/A }a bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bare. U/ O ca O L CL Florida Department of Business & Professional Regulation Page 1 of 1 iJ Building Codes and Standards ene2017 Product Approval Application DetailCU FLA5259-R26 9M Entity or DES oats Date Pendina 20 Clio IM Version Manufacturer Contact Engineer & License Validated By Validated Submit( FBC Approval Approved AMU ^1 Revision 2014 POLYGLASS USA James Akins Robert Nieminen John W. Knezevich, PE 03/22/2017 03/13/2017 03/22/2017 06/13/2017 Approved 'W'^ V Category: Roofing (570) 384-1230 PE-59186 (954) 772-6224 Subcategory: Undedayment jakinsapoyglass.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLtf5219-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design Saa # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 Polyglass Roof Underloyments Roofing undedalyments 04/24/2018 No Yes WA +WA/.622.5 L M W � Search Criteria W FL ALL Q Code Version: 2014 R Z Application Type: ALL Product Manufacturer. POLYGLASS USA J Category: Roofing Subcategory: Undedayments Application Status: ALL Compliance Method: Evaluation Report fro a Fiords Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL SHEET NO. PA 1.3