Loading...
HomeMy WebLinkAbout3221 Moulden Hollow DrABBREVIATIONS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius ADJ. Adjustable Ftg. Footing Ref. Refrigerator A.F.F. Above Finished Floor FIX Fixed Req'd. Required A.H.U. Air Handier Unit ALT. Alternate Galv. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh Bookshelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Int. Interior S.L. Side Lights Cir. Clg. Circle Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Decorative T.O.P. Top Plate Ded. Dedicated Outlet Max Maximum TR TOWEL RING Dbl. Double M.C. Medicine Cabinet Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. M U.C. Under Counter D.V. Dryer Vent Mir. irrolamror Mir UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way N.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin, Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. fixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 ADDED VAULT. CLG. I = EE 111#J INI *IAL lqtlsm 1941 INDEX OF DRAWINGS SHEET DESCRIPTION (SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS 850:0 ll" .. I I REVIEW DATE I` ,tiY 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. U'LO Z M O O _ Z `O Z Q J a. Z O t/') C9 C w Q U — Ow ~ o �v) '— o0 m 04 U LU —3 MIN a)M CfOM 08 a) U 44) , G:0 f Y Qrn tin o- o O 7 CL rnQo A 1 B ®® N C H D C eo+ 66 0 A S E cs N N � � "R7 ••' Herz ,!;z �a LLz5`®a NP W N i{ill't%� I= o 6U U O0 El I-] 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. 1! O O Z cV O I� >tn�O M cpt� O Ln Q L LL ci� U Q00 a E fu Z J W W d' 0z W za f Q ooCo Z U Z Q D Z Z �0.aLo a g p lu �. �- W O Z Z o W �♦ ) V Z M w F� C: O o = fu v W LLJ IL � I- 10 o U _�.. CVy �\ r \ o Lu Z Z J <Q Q a o�g Z Z � �af0 W J '- q UJ Q W Z _ Q �Zo 0, Z M Z a J Z m 4 J T 1� Q Z uJ rn +—I a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. CS c c a A 29'-8" O A O H.B. S3 EGRESS EGRESS 19'-6" M d AC PAD \36 ■ M�� 00 A S3 TYP @1 STORY _ ao 20'-63" s ----- 0 _ b00 -- N P,$Y 16"8D4'EP d �W LIDCD 06 I ( T d' 2'- - 10 -4' -1 ' 10'- 1n 4z " 0° 00 oo 2 -4 I - I FIBERGLASS "oo i SURROUND N I I I RANGIf N I I I Ca B 5'- 1u 2 o o r 0o ' O I o CAFE L' 8'-0" CLG. p PATIO CARPET I o 11-78 r N ¢ \ �' v e OPT. REF. - �o T I BEDROOM 8'-0" CLG. I CARPET j 5068 B.F. BEDROOM 3 2 8'-0" CLG. CARPET b M - I o ' ,_ „ T ILE 00 �Q z I o� o co ,�co tii '-4'-0" 14'- BEDROOM 4� ' 8'-0" CLG. CARPET 4068 B.F. 7-6" L O N a H— TI ESI Kwl - ISP r o no I D.W. aU I I L___J _ C _� _7 _ N I 23'-02' --------------- N R&S17 2668 Cl)2668 rr- M I�IW - LO - - - - - R&S - - - - HDR AT T-4" 3'-10" T-8" 10--108" � � I I 7 -4" I 6„ ai O M 3 TYP @ 1 STORY I ^L LO I FAMILY RM I 9-4CLG. CLG. CARPET is 4'-0" I (4) 2x4 #2 SYP STUDS IBERG L W/ USP HTT4 @ BASE SURROU < in R.A.G. AHU � 306$ I I I ENTRY 8 ,-0 „CLG. C° _ o , _ 0 b � (9'-4' CL 2:12 VAULTED CLG. I 0 5'-4" it 1 ;- (4) 2x4 #2 SYP K STUDS W/ USP S3 HTT4 @ BASE c--- -� IIcN.I IV-.- v�I IIX Q I 11 1 1 11 1 I � r' @eDGE OF SLAB 2" BEYOND WALL 20' Og" CC S3 S3 - - - - - - - - - - - - 1W I NOTE: (SHED WALLS TO BE I FLUSH. VERIFY IN I FIELD. I I I I I I I o I 1 o I C, I I > I I I p I I r-I X I I cTo 00 ' sQ Alj I I I I I I I I 76 ' 8- „ CLG. " inN ILE T 0 c OPT. D OPT. I 00 00 G N S3 I 1T-O8° f� _ _ _ _ - _ R&S - ------ - HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROOF 2668 T-8" I SS D 60"x36" SHOWER I I -1 T-0" OU)w mo I N '-co I OWNER'S SUITE - 8'-0" CLG. rB 00 CARPET 0 I I; - r W.I.C. T 8'-0" CLG. CARPET ___ ---- R&S --- I U) I I I I - 2 CAR GARAGE 8'-0"CLG. 2'-6 BUILDER TO PROVIDE O APPLIANCE W.H. _ PROTECTION `n WHEN REQUIRED N PER FBC I(I I I I I I I I I I I I I LT----------- I I I I I E , TI_E LINEN,I 5-SH 6"DPr 0 co -77771-111 S3 D 1-134 S3 got V-6" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 314" X 16" LVL 2.0E Fb=2950 HS (2) - 1 314" 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 AI ND RED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 4 X 25 4 S.H. 13 20 X 38 j 18' X 371 S.H. 14 20 X 50 j 18 J X 50 S.H. 15 20X63 18�X624 S.H. 16 20 X 72 18 4 X 71 j S.H. 432 27 1/4 X 26 26 X 25 4 S.H. 433 27 1/4 X 38 j N/A S,H. j 34 27 4 X 50 i N/A S.H. J 33 N/A 26 x 37 1 S.H. 434 N/A 26 x 50 S.H. 435 274X63 26X621/2 S.H. 436 27 J X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 112 SA, 23 37 J X 38 i 36 4 X 37 3/4 S.H. 24 371 X 50 j 36 4 X 50 S.H. 25 37 j X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 4 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 521 X 371 S.H. 34 54X50j 524X50 S.H. 35 54 X 63 52 4 X 62 i S.H. 36 54 X 72 52 # X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408:2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" QA +25.6 / -27.8 © +25.6 / -34.3 +24.5 I -26.7 +24.5 / -31.9 O +23.0 / -25.2 ) +23.0 / -28.9 ET SEE SN SHEET 6"N; PH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND TYP. 2x FRAME WALL LL�L� � BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "Al "I 1ST FLOOR LIVING AREA LIVING TOTAL GARAGE FRONT ENTRY TOTAL AREA 1936 1936 416 20 2372 INSULATION REQ. 11 LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION jR-11/R-13 KRAFT FACED (GARAGE / LIVING) .n Z co o _ Z Z Q d Q) cr) (DIM 4--J w p •U — w O Ln m ~ E r U m� W — 8o all N co 0)M co 2 p M N En U LLoct O M cv ai Qmu�rnQoo o- o 7 A' N,CB,D,C B D. ­ 0� O Y � N �f N " ~�'$'�b co cr LL Z= (D%l11 . • 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV 0 n a) ro 00 � (n M Q t� 'L CO ll) 0- in QL_ a: Ln zz ln� V CL O Q E §1713 Z �- �� W d- oz Lu Z a �a w¢9� uzBo, ZEW J � U_ 0 l u Z N L owo z z ^' V> ¢ z Z Ce O a M � U-)� O _0 z o� ¢UQ�Q 0 ^. XO V U2 N7 z��� A " �W 0 < J �P�o Q o Z Z au W Hu M Q Z w F- ¢C2Z z 0 _ Qo uj SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 1.0 0 M DW 0 00 MIRROR OWNER'S BATH KITCHEN ISLAND OWNER'S BATH KITCHEN KITCHEN BATH 2 0 M 9, 0 M INTERIOR ELEVATIONS LU UP Z M o _ Z `° z� --I z O V ! V T W Q 'U — W E2 Of I-- o cn r- m U wE I--U pp (DM N 06� M C 1O N U L U- 00 0 C Y Q i31 U) O M Q O A' N-C.- D-C `\\'ice- � �✓IF'4. o �y 61i� N tr a !�°'�• a �..-LL ,N LZ im a g w N a�����siv OU W 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. O O Z N O a� 0-4 +J o > (,r) M O M Q � U Ln Q LL a �. a3-Q� Q �� z§ J W am) V J O Z �O w zaa <a r~ UZOp ZL,wD 4�,. p uzJ. z L4 f IL Om� T vFo NU zz Qo 0 gz JJ M O �3 w O w U _ (� z o� ° � J w2"U J Z Q ¢ �¢z¢ z F f 0 g� o ZUj ,�-i Ln a w ¢�o�Z J V)noZU S Y Q z l0 Ln z Z z rn I� Ui J OrA z 7-4 a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 2.0 .I I :II__.,L_.J4LL�1�;�� Lll1LL �Jllu4;lilt:ull��rlYIL�YLNGdUliliki.�IgdII�LIIiJkV�,l, eYll. �4k1 1.liIWIWWIIIWIkIY11�111YY�Y■tlWldllllW!Illu�n�r.�u i L_---. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS off 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. _ + HDR HGT. 6" FASCIA (TYP) _ TEXTURED 00 00 CEMENTICIOUS CD FINISH ON C.M.U. (TYP.) F.FL. — — — 15'-0" RIDGE VENT 12 5� HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.0 (TYP.) - - - F.FL. --------------------------- - 14'-0" RIDGE VENT 12 �5 lis FRONT ELEVATION - Al SCALE: 1 /4"=V-0" RIGHT ELEVATION - Al E: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. `"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of D'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) 19 = 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 O�2 Z thre — o Z Q J o_ Cn Z N w � p U — Ow fv ~ o V) U 0 0 W F- —3 all 0� co C'0M 2 .2 M Ooo = d) (1) U0 m C LL 00 Z W co C; 4 o- o LC) a v � rn M< A1 N,C,E•D C B D. O v 0 06 d M f 0 ILW a N 'orlrrrl3� s 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 a� r--t 4-J O t>i (n M O M Q M L17 a V) .L � LL Ln Q. ce U z �� Q fu Z WJ d' MJ 0z z d z (/) z UUJ �_a0 O g �'z �0W 'a-K0J W J > a�E � ca �T}"1 V w J 0Z > O �1L W W g z OC W g M o�� p z ¢ U _ Q oX 0roF Z ¢0¢zo O V Ce ro N dt LL_ lc) Q LU -0 Z Z ,�-f Lr)LUJ EE WCY ���0 LU Lij �Qa Z w~z z l0 Lfi Z Cj z Z W 0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION No- 10 SHEET NO. 3.1 c TX Tnnn — --�— �,_0„------ 12 5� 12 5[::::� 14'-0" RIDGE VENT -------- — —----------- -------------------------------------------- 1'-0" TEXTURED CEMENTICIOUS o. 2'-O" FINISH ON C.M.U. (TYP.) 12 �5 EXTENDED OVERHANG TO BE CENTERED — ON DOOR 5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 15'-0" RIDGE VENT REAR ELEVATION - Al 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. I TEXTURED CEMENTICIOUS FINISH ON C.M.U. — (TYP.) _ ao zo ------------I----------- —-----------------------------------------------t]----------------J----F.FL. --------------------------------------------------- — M LEFT ELEVATION - Al E: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "*G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES, Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA/ LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA/ SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of 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 zo —0 z Qlob. III J rz V� UI cn w Q 'U — w O C = M � o to C/i o 0 U W F_ E aim — `0) M M C t0 co mac0 O `04 o o _ � U sLL00 Id o c o `e a Qrn rn4o A 1.�tl N C B D C o a rru ii�i ii B D• d � � off•. M1,� /zyy�o cn a• a 0W _ ` F ' F SLL Z a �,+rr�rrn41 W vaM.- �>>e o N 00 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. 0 0 z r4 O N N Ha-'p i>iU-)MO M Q _ a r� 'i cn Q U_ oC U ra 0; a E z J W 0 d" OZ O N W Z a f ~ W�//�� Z<0 n O OwQu6 6ZwZZ < fW ` 00w O n o�LLS Uo14.1O J w z ao Ez � � z M cn o :v z U = ru aLu boo ,aCL 0 JLU GYP UWE6 _• (V Zwow<0� Gaza Q p z z ¢ w5LLO a LU In r) w 0 � c: n Z o _I LLJ o V 2~ M 4 z z m z aZ �o ¢w O h g = SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.2 W W a 1" 2" "NOTE: VARIES V RADIUS ih N00 M iv 1" FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS, IF NOT, 1" 2" OPENING VARIES 2" 2 DETAIL TO BE BUILT W/ STUCCO. EDGE OF OPENING °,N N 3 1/2" RADIUS 3/4" RADIUS 1/2" RADIUS 1" 4" 1/2" RADIUS VARIES VARIES �M - MI 'v <N 0 ih N 32 11 ° 32 22' 1 1/2" RADIUS 2 1/2" RADIUS VARIES 12' VARIES BASE rrN • 4" 34 � 4�� T� T 4l' � t filet N 3 SIN a 4,, 2" - "rig"N lv VARIES 12° 2 2 • 3„ DEEDGE *NOTE: FOAM TO BE USED ONLY WHEN - REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES OF OPENING 2 8 2 �N 1" 1'4" 1„ IRf 12' O i `y 4" 10" 21" 4 IN �� � 10" 6" 6 N 1-1/2" THICK 1-1/2" THICK ^M a" 1 2 N 2" 4" 6„ 2" I W Q W Q rM 1-1/2" THICK 24° 32' =� •- 2'-4" 1'-101, 52 _ 00 IN 4,1,. 2 w:4:r I I 3" 12' - ty L 2" 2 'c 5i„ a VARIES VARIES i 32 Q4i VARIES VARIES I 00 R6 CD 2" • 2 44" • m R r L ,.� zIlk KEYSTONE F11 OPTIONAL 4" GARAGE 0 DR. OPENING CD 4" KEYSTONE F11 00 OPTIONAL 3.. L3" 3 a ' 4" WINDOW OPENING 4" 4" • NOTE: INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 2" CO 00 iv 1 NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10" 1'4" 10" 14' 1'-6a' 14' r O N 12" 54 1 12, 5-, 1,4- GV 1 I I f 04 �`I N Do 0 M M r z 1 � • GENERAL NOTES: M� • • 0 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) ACRYLIC SAND FINISH 40 Z o Z =C J 4 Z C en -I--J w Ow ~ o = Ln 0 0 J N fN7 —8 m -2 M o00 C LZ 00 N O O d' <Crn rn¢o A, NCB D-C O f� 00)p O 04 O 00V _ M �Z W mN,z LL. z I.L co LU 4 Cl)" rnLL w ° LLJ W ciQa-t oz a z (3)� slp� Z o0 mm LLW�oh0 QcoW N 8 J cli 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 (2024) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 C) 1 Z cn�, A OW i F-i .l.d > jr) M O Q a cn .L a a LL Q /1 z Q U roM-I z E Z E WJo� lD d' SOZ jO ja z a �a } wZa�& O Z SO O ZLUw� - Z J , � �R0,- a 8 ,, 8 o �� L W Q Oz ZO TT V' >EU z w �3 57 z 0 -0 � O �a U = ru CY= Lu W F--X oa IN WUam2 Vf Za�� �za Q �' a o��o Z 9cg 00a w o u, Z W ,-� Ll') LL � � cc 4 Z w l— ¢wz M {� Z D �1 o Z _ Z ¢ z n ri r1 (n SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. ■ O 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. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET FETG GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET I Ph SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH 6. 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ,Or EXHAUST FAN/LIGHT COMBINATION �D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) FTq2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT SYSTEM BUILDERN WITH T �]M ELECTRIC METER mpg_ ELECTRIC PANEL POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 200A INDOOR PANEL CENTER 10 p14 copperto lights & outlets NEMA 1 200 AMP 10 #12 copperto 20 amp clos 10 q10-2 copperto WH 10 N10-3 copperto Dryer METER MAOIN 2/0 or 410 SER Alu 200 amp 150 amp 4 Bare Cu Ground 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 DISC. GFI H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn memo comflo DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN V J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE:1/4"=V-0" 0V Z M O O —0 z�Z a Od U) z C W N 4--J W Q W o� ~ = N o 0 VUl) U W a)M C7 fC M —8 allal 'O C0 Ooo U0) _"00 i�l LyY CO OLO u� v Q °or rn<o A1 B ®® N.C•H-D.0 O CID N co 00 O W OO O ONO Z �W � �� M J a. :3 u- N 2 LU w � � WLL U ¢ c.- w z arn� N m o�o m m �ZN�E a ¢� W NQM i.o �U U OF To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O (3) � ��o 4 o^ aU-)�� a cn 9 "N Zn Q U� �Z U� fu � Q ..� fo Z W JCI- d" J oZ x Eo W za a� EF Z Q Y U�800 J ZWWX UZ � 0 Lu Q a LE o on � o L Z Z z O ¢v Z T a Z LL W MLjj _� OV _ I� 0 O �� W o� ¢�o 0PoloLL J Z U; gQQ11 N Q Z¢_l Q V � Z oo��c LLCYZo Z J �aE� a o�Z ri 2 NOZo 2 Q 0 l0 Z UlZ 9 Z y', LU ` LU a. U0 SCALE : AS NOTED DATE: 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 4.0 VENTED SOF 46 SQ. FT. \/CRIT17I71 Cr11=CIT r_-7 C!n CT V L_ 1• 1 L_ L f W V 1 1 1 1 %.f W V vc • I I ATTIC VENTILATION CALCULATIONS - Al ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be provided . SQIN. of SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 29.00000 1.000000 Floor 2373 2278 325 1139 81 570 0 573.0 435.0 138.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 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 1'-0" SOFFIT ROOF PLAN SCALE: %4'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 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 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of 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 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 (Dr Zz Lu0 Z Q J d z V) 0 � cn w o U — Ow 0� V) ~ 0 to o 0 V W E —8 �M co c w M mach Ooo oin (D L ll N ,I III Ly N a p `� n d Qo rn rnQo A, B D® N-C-B•D-C E11 ll • C i z (p N co W S. 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 N O () r-, 4-J o r>+ M O M a 0 In 0 Q U_ QC U Q, Q � � z�� zz LU C:) J C:) W d' J 0z � p z¢a <¢ F- w¢etY UZ80 Z w w ix �U 0 � Z ay.'X� > a2Lo � u, o04 L FFzO w� o� zz o o^` 2:z C1 e a � M OU •� -0 , C: Z J c 0 a = (� aILL �LU �U_ �o F 0 —t <�P x _r-4 ro-aoa ZW J z Q Q U, ¢ oww (j U X Z K M JT.� W W =F¢-u- W Q z cizu 2 ~ M *k in z z a � Z Z J z O J T i a z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 5.0 c 5'-4" 1,-gs., 3'-2!?' 5'-0" 5'-0" 5'-10" A H.B.• TYP @ 1 STORY S3 `� U.N.O. S-10" 3'-10" ZAQpl" 5'-11�' 5'-0" 5'-4" ■ ■ ■ ■ ■ ■ ■- -■ ■ ■ _■ ■ ■ ■ ■ ........................................................................ .. .............. b ..................... c 0" \ \ 1 2'-93° \ 16'-0" a ..... C r — — 0'-0"I •-31/2"�\ SINK /DISP. I 1 - 00 in I `� \ r� ----- _0 D.W. \\\ i j I OP 11I " A - S 103 o - ;i L IL____J_________ I CHASE TOISLANLD- _ �� o I I TYP@1 — — ---- --------------- PROVIDE 1 %" RECESS L - - - - - _ - - - - - - J CJ OPT. _ : -1- 1I ci STORY U.N.O. STEPS AS REQUIRED FOR SGD. REFER TO KITCHEN ISLAND REF. , , ::: ; ; 10'-104" PER FIELD MASON'S SLOPE FOR I `� LOW WALLS I o CONQMONS WIDTH o ;n ; ( 16'-10" 12'-10" \ \ INDICATES FILLED CELL w/ 3 00 PSI `� , , , , ; ; ' , , , , , .......... ' . CONC. GROUT FROM FT. TO BEAM `� HVAC CHASE .::::::.....:....::...:..::........ :.......... :::: :. W/ (1) #5 REBAR VERT ABOV� SLAB BASED ON 0-0" TOPOFCONC./PAVERT BE4" . :::: : ■ :.......... ■ ■ ■ 4'-0" 4' 4" 4'-6" TYP @ALL PLACES SHOWN `� LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED 01 "G PROVIDE %2' x 9" W/ 25 EXT. ABOVE SLAB ADE 40 SLOPE I STEEL" I I RECESS FOR FRT. POOR g,� I L o \ 2'-6"x2'-6"X1'-O" FTG 'j' 4" I S3 '- 25'-10 2a" `� 9 -51- W/ (3) #5 E.W. 4 �„ `o o0 co I I `\ —-------- qF \\ I T — w TYP @ 1 STORY S3 I I U.N.O. _A�S3 S3 I (2) #5 REBAR 2 -6 x 2 -6 x 1 -0 a I M AHU I VERTICALS w/ in ' z:, :: ■ I ^ 3'-5" FILLED CELL 7-1" W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0" 0 00 coI G W/ (3) #5 E.W. S3 I OPT. D PT. I -3 1/2" SLOPE •. '," ................. w ............. .............. 5'-3" 1'-10" 3,_6"I 0 1 N I r c7 II N T.• 3-1/2" MIN 3000 PSI CONC. I I ' 2'-7a 6-5" 3'-2' FO b) I SLAB FOR HERNANDO COUNTY ONLY I I K J oo :: 3-1/2" MIN 2500 PSI CONC °iN _ S3 SLAB OVER 6 MIL VISQLIEEN I � I S3 I I I VAPOR BARRIER T I 35' 4" T 20'-6" ` ■ I I BUILDER TO O I I PROVIDE I (2) #5 REBAR I 0'-0" APPLIANCE VERTICALS w/ in 4'-0" 12'-1" O PROTECTION FILLED CELL I 00 I WH• WHEN REQUIRED �- PER FBC - — — — -- — — — — — -- — -- — — -- — — — --1' — — — — +— — — -- -- --J .................... _........_.............., b q H.B. T S3 TYP @ 1 STORY 5'-758„ 6, 3„ U. N.O. 5�_23r, s 4s 6'-0" 6'-0" 6 -0" 6'-0" 6 -0 8 s FOUNDATION PLAN. NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN \ W W • ... Cl- CONTROL JOINT DETAIL SCALE: 1 1/7=14" .;� ; •.� #5 CONT REINF. SEE . • , • : • FND. FOR QUANTITY #5 X 25" X 25" CORNER ­'• ' ­' BAR ONE FOR EA. • HORIZ. REBAR, TYP. '•. .. U.N.O. **Alternate: �; • The reinf. bars shall be ' • - • cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"=V-0" r Z M Q -on Q J LL cry w Q U — w L„ ZD m ~ o (/i o 0 i— m � N M `J W — U ® pE C@t �`i N(h C O O U(n L LL W 0Qo Lv Y Q LO O -. t 0) CL Q O A 1 NCBDC O ��• rt 1 � C� Z JI G t,,, .Z`.W C,4 /y `r N. ^ 4 y al l } aL� _ m'.: 9 a. ��C'i .0a To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z 0 0 � J) O M Q U cn •� d' r2 cz- o� LID Q 'u LE Q. . M oC V Q 00 � Q Z �.. J W � d' az �o w� za z OnW zwwof�f Z 4 Ee Q0000 F�o L � z oz z Qo gz M Z:) -a O-a o o p U _ (a 0 -¢ L 0c LU ¢�� 0. J G x pe UDina fV g¢�a A ` W 0 J (7 Q ¢ Q Z 0LLD W Ln �(�Z, J t-4 o Z o ,QQa M 1,0 Q Z Z ~ <1 o r4l g = aZ ¢z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 6.0 A A A (2) S3 A (2) (2) Q .... . ..... ... ... ..... ..... WD ms co U U Un m c_ 01 D CJ5B 93 17 D .: X (2) r.0 .... 14 ... Cn .... W .... ;: :: .... .... .. ..... ..... ..... '. ..... . �rnDo4 ... '. ..... _ _ 11 v— '. '. '. '. .. oo '. '. '. ". EJ7BJICJ3A °' EJ7B A J7A EJ7A ..... . V. I EJ7A X (2 --- -- EJ7 1 EJ7 EJ7 I ER EJ7 A EJ7 I CJ5 CJ3 �- °i °' CJ1 L J I EJ7A EJ7A .... : .•• ••• .... EJ7A EJ7A ... S3 EJ7A EJ7 EJ7 EJ7 EJ7 CJ5 CJ30000, w cn CJ1 L J A A S3 (2) 0(2) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D- H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-1 Od X 1 1/2% 8-1 Od H HTT4 3610 3105 518" ANCH.118 10dx1.1/2 HTT4 2715 5/8" ANCH. ! 20 1061.112 J HTT5 4350 3740 518" ANCH.1 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)1061-112 K HD313 * 3130 30 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD513 * 4505 3785 518" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-1 Od x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WE 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 HCP2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L 1360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (B) (B) (A) (M r ) (* t OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6) *FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (6) 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, (6) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 02 Y C C L (A) INTERSECTIONS. SPLICING x T 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: %4"=1'-0" Z c> o _ z CO Lu J 0 0 nV)n' cr) �W w Q 'U — O w ~ 0 o 0 U w t—E 0 0M rn<an j2MM O 2 O U y �U-00 0Lo �� Ly Y Lo 0 O Q °o� rnQ o A1 A I " NC-B -D-C ,T I %.. i-i cQ (V �✓ice N� . :.� Q 2 t� M N w W Q U ¢ o. ,� r 2Zmo ZH5E 0) � IL dN0)r 04 LU ce) C O 0 ;➢E i ❑ ❑ 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 NO O cu "4—'p �—i M p M Q a cn 'L L- Ln LI— CL e--, M — � U I 00 Q Z E u W 0 l0 d" J aZ 0 W� azaa Z w ¢ UO '0 oQ-0 Q '3 Z U Z Q 00�z Lu 0 J IUD T a 0 0 dL�o O cot L Z - � 0 z z z Z 0-1> � Qo fz DC z LL MEr �o U zw J O -v -� O O U _ (� J L� U— o 5 ° o J ." O g U xpc`� O Lu N. Ir Z¢a¢ uj 8 Z Z ,^� Sao w Q Z Qzo �a¢ QWZ M Z D a �z Q LU a O _I = z r1 rl a U) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 7.0 :,IV; .I,d Vl�u� � a.l!VIuY■N�1{Y LY YINI I��;"all 6i lW, bBI I�dIYIIIILWIYWLil1Y�l@:4111 ' ---.-. LL-._. i�LII,.,uu�,.6a�wu■®pef■Ii�+IL.ulllul�, ,Y�t1:YJr; euwt�wiLYLL I11rn 1r t , .: e,u�el■ IcEl,d�M1.IS m■ � � Ls� r �64��1���:1-, �.. .11Li��IV.�.�:�WdWl�;aili11�,IV1ln I�l#118u1�IIILF��uN➢i141ti1WY@. 16611d1IL,JIII��t6 J aiau 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 L/180. 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) toads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / e 0 Safe vertical load Safe horizontal load \_ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/lT �J FORM &GROUT SOLID N_ Q O - r W �U 0 #5 BAR CONT. 8F12-1 B/1 T "V" LINTEL DETAIL SCALE = N.T.S. I� F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = J w 8 F 16— B/ 1 T a z �o tNOMINAL QUANTITY OF WIDTH #5 REBAR AT TOP NOMINA HEIGHT #5 . IN. BAR 1)RE AT TOP (1) REQ'D �t'EAR ALTERNATE POWERS STEEL LINTEL ° ° 0 d G d ° .M.U. #5 REBAR AT TOP ° Q ° - D D Q d" d GROUT MIN. (1) REQ'D J 1.1/2" CLEAR ° e r, a ° d 5 REBAR AT ( F = m w 4 C.M.U. 4 - 0 BOTTOM OF a O Zu� w 0 o LINTEL CAVITY w U i.- rn O OTTOM REINFORCING PROVIDED IN LINTEL a Lu d z ¢ z O w n ¢ _' O '> N a D D �° �, �° #5 REBAR AT BOTTO AS INDICATED 7-5/8"ACTUAL "NOMINAL WIDTH (VARIES) v~) L22 o X ' MATERIALS 1. c precas Intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Rebar per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 5'-10" LL O LINTEL PLANT SCALE: Z co 0 — o Z C° Z <r J Ci- U, Z nVn, Qw Q w O C 0 o 0 U LU E 1 — p U — WM C f0 M r0 d co 0 O O C LL co W cnao �a) ,o O.J. <Q rn W Q 0 A 1 BD. ,nl,� r1 .m...�',n Z el .`� � Z -W M5A� 0 a, Ulm rL V c�CI c N O ' W A_IIt LLx J :a aQ O�rk��t�it��` 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 t:'V O (L) r-, F--1 4-J M pO (n U) 170 Q -0 Lf1 (Z •L f✓I V- Ln L Q L f— �- . t~ U� r0 ,-a ry CD_ Q � fu Z W _Jo� tD MJ az =O 14 >_ wfl za EF_ w¢�� UZOO ZLUw� F j Z Z d Z J a�ceo 0u L 0 w U OZ ZQ /"11 V > U gz > LL T a Z U7 'S 0 � � o '¢ V = ro GL w w'o� Qt�-¢o J _ 7 L cwJ� ma a 0 J ¢ Z¢o a ��za 0� o0 z �90 z wLu T' LnI.i_i w cy w cco _I c G z ¢ o nQz Q U o ro lfl Z z CY uZ Dz aZ O J = n T- q 0- Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2.0 SHEET NO. 8.0 s 1. SPECIFICATIONS 1.1. CONSTRUCTION: I 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 1. 1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE &ACI 530TUR ASCE 6/TMS 602-11 ��++ 'TR U CTU RAL NOTES FOR MASONRY 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 NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ed. (2014) AND FLORIDA BUILDING CODE 5th ed. RESIDENTIAL (FBCR) BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 1.3. SHOP DRAWINGS: 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. AS OF DECEMBER 31ST 2003 CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL 1.3 . 3. ARE T B SIGNED AND SEALED BY A ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS E 0 E S GNE A CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT I H CONTRACTOR'S RESPONSIBILITYE TYPE S C S T E CONT AC S TO VERIFY THE BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B SUPPORTING TRUSS MEMBERS. REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. 2. DESIGN / + LOADS 2.1. DEAD LOADS: REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS 2.1.1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF (RE: FRC R308.4) 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF PSF C.M.U. BLOCK :MPOSED R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE 2.1.4. 1ST FLOOR SUPERRII 0 PSF LOAD: 20 INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF EXCEPTIONS: TOP CHORD : 15 PSF BOTTOM CHORD: 10PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI BOTTOM CHORD: 10 PSF Z97 1 2. 1. 10. FLOOR TRUSSES 15 LIVE LOADS: 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 2.2. 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF R308.4 HAZARDOUS LOCATIONS. 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 THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF ASSEMBLIES. 2.3. RAILING LOADS: 3. GLAZING IN STORM DOORS. 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 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. DIRECTION ON THE RAILING. . 3.2. 2 ALL D R E RE TO B DESIGNED T WITHSTAND A A RAILING AN GUARD RAIL SYST M S A E 0 S 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE F 1 LF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 0 00 P Y U GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. WIND LOADS 2.4. 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 ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, AROOF, 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. 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (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 DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4. 1. 3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6, DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-1-P CONCRETE NOT EXPOSED: 1 Yz GROUT FILLED MASONRY: 3 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2. 1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 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) : 3 1/2" 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 6-0" 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 160 +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 NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E =1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND 4.4. 3. S 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 OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD GREATER SECTION PROPERTIES. 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 THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ENGINEER of RECORD. "DESIGN THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF 4.4.7. DESIGN, FABRICATE A IN E 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 318" 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„ 1)/�� DRYWALL SCREWS AT 12�� O.C. FOR CEILINGS AND 1/11 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 RENGTHMACHINE BOLTS BGALVANIZEDASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT, MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIESOAsiWITH G90 NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING N ACCORDANCE WIDTH ASTRM M M525-87 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 OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. LFASTENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and -treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingq all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering andfinalearth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R318.1.5 - C n rete overpour nd mortar along the foundation perimeter must be removed �ie�ore exterior soil treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. Z M O O _ Z° Z Q J Z 0 W w •U - Ow m 1- N 0 U _o M Lu f-E - U ccOM ro : Cl) O MIN (D U p �U_oo = W .e Qrn CO C. o �.`0 0. Qo A 1 B D® N.C.B.o.0 ff m p �p+��j1• p 4 N T E C Q cr 4 Z K • R._ 0 " *F U_� 0G 0.t U.,0 31�� m rt_2 •� V ME t'i UM W ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 t.0 > V) C:,I M Q V) fu Lf) U) - `n Q ^ U� a QO Z Q Z Z E J � W d- � Z w2 za fa Wa&QQE ZwW� i-DZZ o�w >a0an a1'o � Mt2o �- W ofW z o j. � Q U kkw a!1"" O � 3 Z-+ (3 IM _ -0 C:Z < o a 0 U = f WW boo 2: i-1 O �•z J � 0 woos rj � Z-o Lu W,Z< ^ a . p c Z Z Z "-.O ,�o W _I L n ILLJWyU Z�Q Z,J OaO W891 MTt ajj 0 � �z[ l 2 �z a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. SN w a ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + ... + + + + + + + + + + + + + + + + + + 6'-0" + + + + + 6' 0" + + + + +4 + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + — 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 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. B) 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 Thickness Filler Block Thickness Series 3/4" or 7/el 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) Filler blocking 1/8" gap 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite OF THE JOIST ASA REQUIRED LEAVING 8" GAP @ TOP sides by 6". DOUBLE JOIST CONNECTION N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 pif max along load bearing wall. Load bearing wall must stack „Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16" details in1--One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H /� CORNER OF HOME H C G GARAGE SIDE O O O 01 5'-0" ¢ - STUB -OUT FOR 1'-0" 0 9 0 GAS METER O ' o � Lo * U CV o 1 • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. V-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam ID Boise Joist Blocking I NP 3" (10d) nails at 6" n c. � Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D I (see table below) DO NOT cut, notch or drill flanges—� FILL CELL CONT. #5 > STD. 90° BAR HOOK STD. 90° HOOK BOND BEAM t U M CONT. #5 7�_ BAR BOND BEAM STEP #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMNAblock SEE PLAN FOR REQ PLYWOOD FLOOR COLUMN ANDSHEATHING PER PLAN CONNECTIONTJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min.} Small 2 in. 2" ax gap m � 4 max. 4 Clinch nails when possible A i Tight fit a I� 2x4/Plywood/OSB web stiffener 2" min - required when indicated or 4" max. Web Stiffener Fastener Schedule Joist Bearinc Location Series Depth I End Intermediate BC15000s® 9-1/2" 1 2-8d I 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5- BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 18" 6-16d 6-16d - Hangers with side nailing. - Hangers with sides not containing WEB STIFFENER top flange of joist. - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over �— blocking and wall or beam below.* Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 7 A %" ROUND HOLE MAY 6 6 DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%2' 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 1%" 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. 1�" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE %" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. �When joists meet over wall, provide 1 3/4" minimum bearing for each. Plumbing I Joist I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET N.T.S Jc Backer block (12" wide min.) Nail with 10-10d nails. \nstall tight to top flange. Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. k1/4"-2" gap , ____ —:�zl Backer Block "Top Mount "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. Web stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist depth I -JOISTS BUCKETS N.T.S. 5/8"1 THE BOL R TRUSS 'OP PLATE LC 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 SLEEVE THRU STEM-/ SEE PLAN FOR °• ° . • FOUNDATION INFO a d' STEM FOUNDATION r- GRADE REINF. SEE PLAN rvU unr%oC 1+ rvu SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 a NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d A 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 1711r1r- \ 1r-r%-rIn A 1 -rF Ir%1 1 r-K I TOP (2) #5's x 4'-D"- CENETERED @ PIPE PENETRATION /PVC OR SCH40 SLEEVE ,--PLUMBING LINE .Q L 4 l % d � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE FId °[Ald . °' ° da G -1 WI I I 1=1 I I-1 -I I �I LEI a a Q 1=1 I I —I I ►- d d4, .E SEE FND. PLN. 0. SIZE & REINF. z M o _ z� Lu z Q J z w U — 0 w �- o o cn 0 U W — 8 0M M C M cM M n O `oo =ai elM U �U_00 0 (D <Cm Q- C)Ltiy LO pd o`fiao A1 B D. N C B D C W w — `� z C w •,jd C, rn � J tl_I • W a-'w © �LU o ,• ,R! L0 8issl \l d111 M I111 ti�El e To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 N 0 N > J) M O M Q -gyp Ln z IZ V) U) N 5: e--- Q ry Ufo .q z < rt3 Z WJ C:) mi oZ o �0 za 1- a 9! iZoo zLuw� o�z (�622 J a} Ua 0o Cl) UF�o W o� s- W Z o Z C� Oz a M M: 0 U Z (u — V �¢ �W o� Z —i 2'. U m a a o¢oa N �¢Z Q o��� z z LU tfi LL! o =¢f J rl l.. di 28-8 M Q Z O -6 ��z k Lr)�z z Z a �j O LU J Z rn T__1 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8„OR 1/2HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (R „ GYP. TYPE "X" W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE BITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW TOP PLATE WHEN 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 @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. (1) ROW 2x BLOCKING @ MID CONNECTOR U.N.O. 2x#2 SPF STUDS HGT. FOR WALL HGT. < 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. - -J @16" O.C. ' (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B \2i� FOR WALL HGT. > 8'-6", SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS 1) ROW 2x BLOCKING @MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > V-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. L3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & .� E SLAB & BLOCK SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 5/8"° x 10" "J" BOLT 24" O.C. W/FvSP SPT22 CONNECTOR @ @ 6" MAX FROM END OF 2 x PLATE i.l 2"°x3/16"PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r CHAIRS (TYP.) WWF OR FIBERMESH Cl) 44 r ``' ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ALT: 1/2"x12" TITEN HD 24" ( °� x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR° PITCH >4:12 1 OIL ` AFF O.C. OR 5/8"x10' WEDGE ANCHOR @24"OC) 2" 2„(2) • o ° LAYERS TYPE I OR TYPE II ° a WW F OR FIBERMESH WF OR FIBERMESH (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. FOR UNDERLAYMENTI REQUIREMENTS SEE R905. =H I =1I I=I m . • . p ' ° I I �=1 1 - I _� III -III -III I I I ,�,-�_ �- 1 I=III-1 I - I • ' ° - I �I L �T I ° ° ° ° ° ° ° 4 a . ° ELEV.-0'-31/2" z ° ° a ° ° ° ° °a ° ° ° ° ° A.F.F. O ° a 2x4 CONT. ° 31/2"MIN. a D' ° _ tT1= 31/2"MIN. p ° PRE ENGINEERED WOOD „ TRUSS @ 24 O.C. U.N.O. =I -III- I I I I I I r -1 -1I-1 I =1 11= I 1 i- I I ° ° ° °I ° ° ° a ° � ° ° N a ° :. ° ' - I' _ -1 I I I I- 31/2 (min. 4 ) - =1 I 1=_T='' � ' ° •. .�-I - ° ' _ III-T�J 131/2 (min.)- 4 ° •. 12 HURRICANE ANCHOR @ EACH -I I �I I �I I �I I �I II I " I° a ° ° ° GARAGE DEPTH VARIES ° ° ° ° „ „ _ 31/2 (min. - 4 I I� I I J_ -III .11 (-III- II-1=111' - 31/2 (mm.) - 4 -III-III I I I �I (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS -11 'II.I II II II III a a ° ° ° ' 11= - - I' I I I_, ICI III III~ =1 I=I 1 111= -I g -1 ;,I I TLI „I�, (z) #5 coNT. I J H I1, (2) #5 CONT, � MOISTURE BARRIER TYPICAL INTERIOR BEARING 4° 1'-4" 8" 4 -4 8 INSUL ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP MI SHEARWALLrc U.N.O. MIN. TYPICAL BEARING WALL Cc� STEP K'CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 " '- " S3�,13� SCALE: 3/4 -1 0 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - 5/8" OR 1/2" HIGH ALUMINUM DRIP GON<�NUOU��� STRENGTH' CEILING EDGE S�coR BOARD PER CODE (OR 5/8" ALUMINUM FASCIA GYP. TYPE X @GARAGE 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING QCS ��Eo W/A HABITABLE ROOM 12" N.O..2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES AND 12" O/C FIELD. � SCREWS @ 7" O.C. SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �MOMs 10 M Noon ROW 2x BLOCKING @MID HGT. CEILING & 8 O.C, WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" 0/C THIRD POINTS � F FOR WALL HGT. < 8'-6". (2) NOTE: 8"x8"X16" KNOCK -OUT INSULATION PER BLOCK W/ 1#5 CONT. 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING 3rd PTS SEE SECTION C/S3 FOR @ FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1/2" GYP. WB (MIN.) @ GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT @ 24" OIC W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 NOOK DETAIL SIDE IF APPLICABLE. USP SPT22 CONNECTOR NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT @ 24" O.C. VERT. OR PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8- EXPANSION BOLT @24 " O.C. 2x STD. 90"HOOK (SEE DETAIL) TYPE "S" MORTAR (IF NO UP LIFT ON WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD MIN. 2500 PSI CONCRETE SLAB W/ P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) ci (6) 1/4"x3 1/4" TAPCONS "USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP) #5 REINFORCING SPACE ANCHOR E BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = T 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR la- LLI N END OF 2" x PLATE WWF OR FIBERMESH T ARCHITECTURAL FINISH ASSUMED FINISHED PER MANUF. #3 OR #4 REINFORCING BAR uj 0 ° D �, o _ z ° M p FINISH GRADE - - -0. Ia I I I�-III I=1 I 1=1 11=I 1= _9 1=I� III-111 D 11 I I L=1 11=' I = • • 1x2 PT WD FURRING @ 24" O.C. #5 VERT. IN FILL ' ° GRADE MONO OR STEMWALL z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a [GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] a 1/2" GYPSUM WALLBOARD C CELLS SEE ( ° FOOTING MONO SHOWN ° P -III=1 I - LLI I-111=fI e =III-1 U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1 P.T. BASE NAILER ° Q °o p FOR CLARITY a D p o ° I=I I I= I=III= =� III -III -III -I 1=1 I I -III- z _ 6 MIL VAPOR BARRIER -T III ° I I I I L=I I= O° I °. r ►� r I I --I I �_ N z I I=111-I 11-I 11=1 I - w R 1 7/8" #5 REINFORCING BAR I J=LI= _� _- _-_-' l I -I 1= x4 4"x4" INSPECTION ° o° 1=III-III=III-III-III=1 I I • "" I H #5 LAP SPLICE 2 #5 CONT. O 31/4" BASEBOARD PORT AT EACH ° - _ NOTE: g ° ° III=III=III=III=III=III= c" FOR BEARING WALL I-III=III=III-1 1=1 I I=� It; I COMP. SOIL. (COMPACTED TO _I I p - ' I-� I=1 I=I I=� I 36° MIN. LAP [36" MIN. LAP) ON 3" CHAIRS (�,P) g" 1141 g" FILLED CELL TYPICAL _ _ _ _ _ _ _ _ _ _ -_ _ _ W/ UPLIFT ONLY - - 95% MODIFIED PROCTOR ASTM I I- I=1 LI=I I �I �i- I �I f f=1 I f-T�' 10" MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR MIN PSI MAY VARY PER cn III=1 i 1=III=III-III-III=III=III-1=III=III=III=I I=III=I =1 I-III=I =I I=III=I =I I=I I-III=III=III=III=III=III- D1557) I I -I . r I I -III -III -I 4" V-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR CURB DUE TO SLOPE "-� �-III-III_=III I_I III III ITi I 1=III-1 I (- 1- #6 LAP SPLICE TYPICAL INTERIOR BEARING CONCRETE NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/ UPLIFT rG WWF Wi.4XW1.4 WWF OR � DECO FINISH 4" to 6" FIBERMESH BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 � •0 SLAB INFORMATION. SLAB INFORMATION. 00 6 x 6 W1.4 x W1.4 SEE PLAN 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 ' - I - ' �� WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 () SEE ROOF PLAN S.G.D. (U,N.O.) WWF OR FIBERMESH N 6 MIL VAPOR o z I I� min/24 10d NAILS TO TRUSS TOP CHORD FOR TRUSS g BARRIER ,I C 4 _ - • o a ° �r GRADE AT 24" O.C. MAX.�_71 SEE PLAN FOR CONNECTION INFO ,N a . r, :. COMP. SOIL. � '- (COMPACTED TO 95% - _�_ I _ O° - - - - - - - - - - - - _ - - = o =�-r LU:T Tl i I TOP OF BEAM & LAYOUT DESIGN ��I11- a ' a T TTT 7TI=1 I 1=1 7[ - 1 #5 REBAR w/OPT. _wim-rm SEE ROOF PLAN - - - a : a PROCTOR D1557 - - _- -_ S E NCLOSUREASTM -�11=111 I L 1�U -T 1 UEJ I 1 I (=I I I= FOR STRUCTURAL BEAM SIZE & � E1a,MODIFIED 1 'L1 3" MIN. CLR. (2) #5 REBAR CONT. STD. 90 NOOK SEE ON 3" CHAIRS TYP. 4" 1'-4" ( - I III, I II- 2x4 P.T. PLATE CONNECTION INFO r ch - I I III- U.N.O. DETAIL) MIN. 7/16" O.S.B. 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 =11 ' 1 I-1 I H -111 " " - TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL MIN 7/16" O.S.B. SHEATHING z ATTACHED PER NAILING �`� 8" FOR REINF. INFO. SCALE: 3/4" = V-0" S3 SCALE: 3/4"=V-0" S3 COLUMN LOCATION w F- SCHEDULE OPTION #1 1/2" GYP. BD. ¢ > SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > SLAB INFORMATION. 21f, HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT w LU SEE FLOOR PLAN FOR SLAB STEP & RECESS S.G.D. M OPT: DEPRESS SLAB 5 Y" DEEPof-Oil SCALE: 3/4"=1'-0" S3 AND 6" BEYOND DOOR TO STRUCTURAL COLUMN SIZE RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND BLOCK WALL BEYOND ' INTERIOR 2X STUDS @ 24" O.C. U.N.O. a & BASE CONNECTION INFO. CONCRETE SLAB EXPANSION JOINT ° ° ° ° -3 1/2" � SECURE 2x4 P.T. BTM. PLATE � MASONRY WALL AND 14 O.H.D. RECESS z G 13 O.H.D. RECESS ° ° ° GARAGE w/ 1I4 x3 TAPCONS AT 8 PAD FOOTING PAVERS _E „ CONCRETE NAILS W 1 1/2' 1/2 GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL EXTEND FILL CELLS " • r " '• ' ': EMBEDMENT 12" O.C. W/ DRYWALL SCREWS 8"O.C. @ @ STAGGERED, FROM BOTTOM INSULATION PER CHARTIII TRIM PER PLAN TO FOUNDATION PAD MAT REINFORCING. N .•�• : .'.= �.. :...' .::; , • .. CONT, FOOTING STEEL • -ILI _T=1 1=Mal, !- II 1 ' ' ' , :. • -='� d '." - PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180#MIN. CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN M ? GRAD a ° ' •' `q : 4" : - oo �1 _,-III ' •' `a; : oo •'. . " '... „ '.: 4 TENSION 120# CONCRETE SLAB E _ ) N -' M w/ MIN. (2) #5 VERTICALS - -- =I =III �= I ' • : ' - 1= r=111-I ' I : ' ', I 6 x 6 W1.4 x W1.4 ° r FILLED SOLID Z H ° °• I 1=1 1=1 -I 11=1 1=1 I I -I I W . .e• `,: --) ( '�: " •"; (=1 I f= . .e• ' •. . ` -) I I- =�L=1 I '".a - c WWF OR FIBERMESH °° E _ __ ° Lu Q o W W _ v -1 I I=1 I = 1=1T_I=IH[1 11- z -1 11I- I-IIIII _ - - P� - - _ BRICK PAVERS or SLAB PER 0 0 • '' • °• - - z_ I _ • ' SEE A/S3 OR J/S6 -I 1 11=I l I I I I 1 I- „-,,, , I- i _ 1 =1 I I 1 I�: SEE A/S3 OR J/S6 I I li,- III N ;III_I ° 11=11= I I =___ °- 0 -0 FIN. FLR.� COMMUNITY SPECS LL-- e- ° _ - - - - - co 6 MIL VAPOR =--� �'r =I I=I I- Ih _ - - - - - - -III-I I-III=1 I 1=1 1=1 1=1 1 I =) i I -I (=III -III III -I I =I 1 I- FOOTING v FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3"MIN. CLEARANCE BARRIERF =M-1, I -III -I � I-� I I- 11-I I i-III-III=III I I =III -III- � BEYOND 1' " (1 STORY) / 1'-8" (1 STORY w/ DEPRESSED SLAB OPT.) V-4" (1 STORY) III III III-111 �-III-� � �-� � �-� � . • •, � ; . ; i '.3" PAD REINFORCEMENT-]I-"'- MIN. CLEARANCE 1' 8" (2 STOR) 1'-8" (2 ST RY) 4 4 �.•y : a ;� SEE FOUNDATION •�. (SEE SCHEDULE) FOOTING WIDTH ,-.! .. 4 CONC. PAD INFO. �' SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CDl2 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SCALE: 3/4"_''-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. U zMO _o z° z� Q J r2 z Ln (9 Q) cn -I-J w � p Ow 01 � F- 0 ~ (.0 o r- IYl 04 , V U W ~ pp - 4)MC0 C N co t`6 6 N 0 O U di M U W O ,_�00 0 `° � Q rn rn o A1 NCB-D•C Cn­fd x \ `al m N N co \``1.o% 'dew, ®e a LL Z-= �f•�N �•M 'C ^�a�� ®B� 0 El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV O�I� >�Mo M Q - a In Q IL F-rn cjc v a Q 00 Z o WLU J � d- 0z 0 w� za f¢ '^^ V J J F LU �z00 Q 20Z F- W �ozz 20n4 J T o N J F�© Z Z z�Z rl V z � C: 06 Ov O z W _ fu < Q W� o 0 cl Z �-G¢p¢ J ; ZD X O V fV z W c J Q ~Q Z LU Ln�(2 f _1 rl LLI o Z o V �¢~ M Q z Z k Ln z t a J C)m C) � QZ J LU X: fn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. S3 (MONO) 12 �TYP) SEE ELEV. (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @MID POINT w/ (3)12d DOUBLE 2x TOP TONEAILS SPACED PLATE EVENLY HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL SCALE: N.T.S. SL� SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT BLOCK W/ (1) #5 DOUBLE 2x4 SPF #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3)1Old TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER ++ STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J BOLT @ 24" 0/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 145 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING TYP. ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. L—SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT A SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW NOTCH LINTEL WHERE REQUIRED 7 FOR CONCRETE PLACEMENT / a 8 STD. 90•HOOK 8" BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION LALINTEL NOTES: 1❑ FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 20 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4' IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. G S4 J r LU r O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE /-8x8xl6 C.M.U. GARAGE DOOR---__ GARAGE DOOR ROLLER CONNECTION ASSEMBLY .., GARAGE FLOOR TRAVEL DIRECTION OF ' GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET \ \GARAGE DOOR TRACK SCALE: N.T.S. a ° ° ° POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL � ❑ ❑ ❑ CLLDOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ ❑ FDI ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4. VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) RUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO OCKING W/ 2-16d TOE NAILS iL NOT TRANSFER LOAD. EACH END a e WALL a 4 DOOR STOP L1J cu a a a MOLDING z a a 2x TOP PLATE U) V2-16d GARAGE NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE FEQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK REINF. INFO. W/MOUNTING ANGLE a a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. �S4 SFFA �O�Y �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 1Old x1%"@24" O.C. 10d NAILS @ 8"-- O/C TYP. DOUBLE 2x� CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1' -4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) 1 (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 1\ GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '-2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE NP ** HOLD DOWN CONNECTIONS Op�00,Q ` NOT REQUIRED @ BEARING FN�iyC, WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. SLI, —USP SPT4 SPT24 2X STUDS @ 24" O.C. A I —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2. P USP SPT4 0 SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (NP•) I SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD • LMAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP SPLICE 2ROWS 10d@3"O.C.(14 > . NAILS TOTAL) EA. SIDE OF A8„SPLICE STAGGERED O1ST 10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4)16d TOENAILS TO YOP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rm_�� SCALE: N.T.S. S4 F= 2240 LBS �7 USP SPT4 SPT24 C USP SPT4 2X TOP PLATE OVERLAPPING ROOF TRUSS ABOVE /- 2X BLOCKING \-NAILED INTO (2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING TRANSOM FRAMING FRAMING STAGGERED C P.T. SEE SECTION AA/S1 ATE AND BB/S1 FOR 2X8 WALL ABOVE ADDITIONAL DETAILS ENTRY USP SPT22 • K.O. BLOCK W/(1) SP SPT4 USP SPT4 J-BOLTS @ 24" O.C. #5 CONT. & RECESS MAX FILLED LINTEL 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. a a MASONRY WALL 2X8 P.T. BOTTOM P TE G' C 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) B C USP SPT4 SPT24 USP SPT4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. NAILED INTO � TRANSOM FRAMING PLYWOOD TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES 10 E SHEATHING SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4" S4 BB/S1 FOR ADDITIONAL O/C BOUNDARIES 6" O/C EDGES B DETAILS & 8" O/C FIELD USP PLYWOOD SPT22 SHEATHING MASONRY RECESS 'SID WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. LINTEL SPT4 USP MAX. (MIN. (2) PER BOTTOM v SPT4 PLATE) a ALTERNATE: °° 5/8" DIA. ATR EPDXIED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM PLATE @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 (MIN. (2) PER BOTTOM PLATE) Uul Z 0 0 z 0 LU z� Q O co z Cj V) U cn w p w 0 FE C-1.1 cn 0 o 0 U w pp U — W MM M a W Cl) 2 ;'6 cM O O C14 U!V.Cn 3 0 e �[ Q 0 V7 O V M<0 A' A D. NC-B -D-C f 00011t P!0 N o z? •- : U p�rF'�C • �_ .0 �~�� o as!/�lRQ � Q•4 r' 114 I�w F 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. It O Z r4 0�f\ M 00 � (n M a L �6 Q U Q 00 Q � § E Z � WJ C:) sZ, �o Z a Za F- v 000 ZEwcr F��zz °.W o�0S "10 L Z Z ' az ZZ M Ln� p 1 0 U _ fu W J f o� NVz 0 LJJ v it m oaoa fV a d- C)��o S8�o z Z W Ln W LLJ a w �a0 _ J Ij..� Q C G Z y� I— Z O CU.7 $LU~ F�Z M I.O Ln Z Z t z LU o aLn w rn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 2,0 SHEET NO. S4 SP HGAM10 W/ 4"x1-3/4" WEDG OLTS & (4) SDS 1 1/2" SCREWS I SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR •• FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CRO BRACE SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. J TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND 7KNAIL W/ (2)16d NAILS 2"x4" OUTLOOKER NAILING SCHEDULE FOR USP RT16 OR EQUAL @ 24" O.C. SHEATHING DETAIL @ 2"x4" EA. OUTLOOKER OUTLOOKER 7 — 45° ± V4" MAX. TOP CORD BLOCKING 45°f 2X4 CONT"L" BRACE SP RT16, R FOR FIRST FOUR FASTENED W/ (2)10d EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" O/C. CMID • OUTLOOKER EDGES OF HEIGHT 2x8 SYP#2 "L" BRACE TO "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER EXTEND @ LEAST 90% OF AT LEAST 90% OF WEB @ 2x4 CROSS BRACE 8 -0 0/C. WEB LENGTH &NOTCH @ LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRSTF 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C THROUGH CHORD INTO 2"x6" P.T. PLATE (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SPACED WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD � INSTALLED PER MANUF. INSTALLED P.T. SILL NOTCH 1" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER US A TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER P HTA20 @ E O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED TAPCONS. STRAP MISSED VERTICAL SECTION 1 SECTION 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. CJ`CJ SCALE: N.T.S. S5 REFER TO DETAIL J SEE STRUCTURAL— ON SHEET S5 FOR r r x NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING 00 °° SHEATHING DETAIL INFORMATION 1 ig 2"x4" CROSS BRACE WOOD TRUSSES � - � APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 4D� 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE 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. 0/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (0'8� ADDITIONAL INFORMATION. SCALE: N.T.S. CJ+5 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT (— CONTINUOUS BOTTOM CORD BRACING 2'W" MIN. SEE M/S5 CROSS BRACING DETAIL ri 12 6.9 MAX. �. SCALE: N.T.S. RU ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS 55 "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 S5 I Bade dll � e ° e ell 1 a Il dae d nm \� ' 11 e e a II da d a � � III ° a a a� d ad Imo e ° Ilea a a Ile dan `-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE 2x4 CROSS BRACE APPROX. APPROX. 8" FROM • USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) • STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & 2) 16d NAILS BOTTOM ATTACHED 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C 16d NAILS @ 24 O/C TOP CORD WOOD TRUSSES BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED • W/ 10d NAILS @ 6" O.C. E SAND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 BLOCKING W/ (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C `MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL GABLE END BRACING DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS F@ 24 0/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING : ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION 4 SCALE: N.T.S. S5 2 x4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3)10d x 3' @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"4" (U.N.O.) "L" BRACE 24" 0'0" - 3'-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. o C7 CL CORNERJACK Y Q W Z LL 0 U HIP FRAMING REFERENCE PLAN 0 z W 20'-0" MAX "X" BRACE SEE DET. J/S5 -t 2x4 BLOCKING 2x4'7 BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8"1" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LLU U ---- _-- 0 o ;. O W W m o v o 0 d W o o r 171 g o o r X o o X Q� w NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 2� 2� LTOP & BOTTOM CHORD GABLE END BRACING @ 4'4' O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION z�, m 0 — 0 Z Z Q kjj z O � � w C) • U -- w N o o0 '— m i` U w l� E —3 Rig Nm ccnc`n NMM 020 m ID u-co 0 Ly N Qrn CL 0 �n c a<o A 1 B*1 ®®� NCB➢C c I� J Z � v Z ) 1i1111111 ❑ ❑ 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� O � N U0 ­ � C O M Q��Ln d 0 •,_ d- z 2: A Q U- Q� U Q E z IT W -i O d- 0 �z zaa W¢IQE U48° °WWI Rz J l�l >-a°w o��s U �8 L d' I w v, Zp Z a ° V �z > � �--I W s � a z Q L1J o z_ ori � �Se SeP 0 Q P86 u2m5 oao< N. LL ZWa� �az� Q p��� LL Z a 'to�Z Z oa M ton Q Z z DMZ gz cor Z W = �° aW L SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S5 DOOR JAMB (REFER 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( TO SHT. SDW2-K1 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION Mom' 8 , , TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION DO NOT DO THIS ` ' 2"x BOT. PLATE W/ (2) 1Od @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG TAPCONS FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD I @ O.C., 2 ROWS STAGGERED TAPCON. INTO 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 JOIST W/ PER MANUFACTURE MASONRY THROUGH 1 _ 1 /2" DETAIL MASONRY THROUGH 3 n DETAIL TD. 90° HOOK (TYP.) STD. 90 ` 2x BAND FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" �� O.C. & 4 FROM 1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER „ 1 X 4 1/2 DRYWALL 0/a NOTE: DOOR JAMB (REFER EACH END W/MIN 2 EDGE DIST. DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR (IL TO SHT. SDW2-K1 CONN. DETAILS ` LAP SHEATHING TO BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN, DETAILS 10d @ 12" O.C. 1 X 4 _ J FURRING 2X8 P.T. WITH 3/16"0 X 3" +2 NOTC @FIRST COURSE - USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND LONG TAPCONS 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 ` JOIST & (4) 3/16"x1-3/4" WEDGE K.O. 2x DETAIL 2 1 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5� NOTCH WEB AT THE FIRST 2 COURSES ' BOLTS INTO BLOCK BUILDOUT @ OVER SIZE DOOR —WINDOW ROUGH OPENINGS CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL, INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1890 #FOR 2 STRAPS FILL Ist4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX y. SOLID W/GROUT tr 2' -0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6)" x 24" .. BLOCK HEADER TAPCONS , 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 WI (6) 10d NAILS x 1' NAILS AND 8d NAILS AT 8" O.C. AT BUCK 2 x 8 45' DIAGONAL LEAVE A CUTOUT IN O.S.B. ON THE (4) 4" X 1 a' WEDGE BOLTS [ (1) STRAP = 1225 # , d (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. • d a' SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN d CONNECT W/ 8d NAILS BRACENBLKG N.T.S. � • d em 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR ARCH ACES W (4)10d NAILS THRU OSB INTO 2 x 8 INTO ARCH BLKG. PER CF PROVIDE TAPCON WITHIN d RETROFIT WALL OVERHANG DETAIL (NTS) A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO Z-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" �— 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. ri 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x0 (2)10d NAILS @ 8" O.C. ii ARCH DETAIL WALL USE (3)1/4" X 31/2" TAPCONS AT 16" y, TO TRUSS TOP CHORD SCALE: N.T.S. Q1,11) O.C. 12 + CFNOTy PLYWOOD SHEATHING 1-O�r 5�-O° JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLOQR 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO .) 1/4" MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + ° ° p.. #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 2'-0" 8" (5) -12d NAILS SOFFIT + + . , . q .' o 1.0" s b'° 4 CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP 9 K ' IN TOP o KNOCKOUT / N EACH TRUSS o , CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 x 8 DIAG. BRACE BTWN,, 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR °� ® MONO FOOTING a •' ;' q °. (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BYJ SEE LINTEL SCHED. AND SECTION DETAILS -I 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 SO IT CLEAN FILL .o ° • DIRT Z TO BE INSTALLED g BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL STANDARD o °•'. ° , SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN " 99 HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'/2' WOOD FOR OVER HANG FILLED CELL �' 1, �'- ' 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") • • • °- � • - . . , It . ," v _ It", INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2)1/4" X 31/2" TAPCONS AT 16" _, j .; , • •,, ,-' THRU OSB INTO 2 x 8 O.C. -I �• �• s• s• �•Sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS B_B ARCH DETAILSTEMWALL rK SECTION @ENTRY L SECTION @ROOF EXTENSION M FOOTING SIZE AND REINF. PERLAN AND STEMWALL —� MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL, C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. 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 SEE SHEET D2 AND DRILL 3/4"X6" MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" 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 REINFORCING O SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER COVER 6'-01, F F 5" EMBEDMENT & 3" MIN. ` FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP EDGE DISTANCE LL w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• p v THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL v q w a A REINFORCING AS FOLLOWS:a „ SEALANT —PLACE o Z1, 1 LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. I 1 ��=1 PRESS PANEL REINFORCING INTO PLACE. 6 „ LAP SPLICE I q o I—I1T I I U Z — X BEDINTO #5 6 EM DED NT * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL MIN. W/ REINFORCING PANEL — — — ¢ EXISTING FOOTING 2-#5X6 IN CONC. SMOOTH. DO NO FURROW. q ° — I r cn N FILLED CELL DRILL /4 X6„ MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT GRADE �. q i 1= SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" IN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: ``' z ` H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T g q TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° a ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ q (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 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. 0 ID Z M z� Q ZQ) 4-J LU w M p 'U — Ow = ~ 0 �Vi U o0 M w E —8 m CO cLaco 0`00 ai U� L LL W 3 y 0ao O ,• am Q0. o A ' g I N,C.B.D.0 ,�„ k, it1/ 11 v .�z ..� C o;ztt o W U' = �L •Q a ?'.Cia N Nye'...,•%®'\,�.�•, um* °l�ltllEttt� ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z tVo O � N M O M Q � u Ln un C LL Q ^ Fa- V Q Z ?> E ­ ra W o W J� oZ o za w a r �i4So Z LU W uz cc) �� awE28 � cc @ L- z8 Z o >' W v , V f Z M �3 g O _0 � o Z a U = (� a LU Z. ase r¢ F- J _ t W J VO U O<R -^' fV z W - J Z� Q Q 0 2: Z cy J LU Q Z �SZO V Z M t.O Ltd1TjZ Z Cy a z �o W SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. SS CROSS BRACING DETAIL (TYP.). SCALE: 1/2" = V-0" TRUSS NOTES: FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY NAILED MAY ( TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS—i 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. -----Z—WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ 77 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" CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O.—� 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH TB Z PRE-ENG. TRUSS I 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 SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT 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 MAX 24" SPAN (EITHER JACK SIDE OR BOTH IF REQ'D) USSES GIP (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL SCALE: 1 /2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM * * 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM 2X4 CONT. AT--/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT USP LSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM a@ RAISED ENTRY 2 MASONRY WALL 4 SCALE: 1/2" = V-0" USP HD4101F BUCK -- SEE ROOF PLAN F, MORE IN L.SEE PLAN I. 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 A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. USP ST18 TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A F-l' A SEE PLAN FOR SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" ju MIDDLE BM. SPLICE OVER CENTER OF POST OL VARIES ROOF SHEATHING SEE 1/S5 FOR ATTACHED PER ADDITIONAL SEE PLAN FOR 2x4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER 4{d0 OILS AT INFO.VALLEY TRUSS 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER INFO. TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE NAILS TO TRUSS F SSPAF�TOP INFORMATION. NFOFOR MORE GABL BOTTOM CHORD TRI1SS OILVARIES 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 16" O.C. MAX. INFO. ' SECTION @ ENTRY s SCALE: 3/4" = V-0" 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 r22N� SCALE: 3/4" = V-0" 1/2" PLYWOOD (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL BELOW: USP °<. HTA16 @ 4'-0" O.C. TO GABLE MASONRY WALL TRUSS BEAM BELOW: USP OR BEAM HTW20 @ 4'-0" O.C. TO GABLE SEE TRUSS PLAN aa. TRUSS COMMON TRUSS aa. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" EXTERIOR ATTACHED SCHEDULE L.�ht-�1�LT 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 6 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) 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 202 FOR BLOCKING INFO) -MASONRY WALL (TYPICAL) SECTION AT LOW ROOF SCALE: 1/2" = V-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. PLYWOOD FLOORING LOW ROOF TRUSS W/--" Z- (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 U �' Z M 0 —0 Z m Z Q J co z O Cn w � o Ow � V) e— o 0 Cl) m N U W —S 0M c) C f0 M f` O M O`oo cn U L E: GO M N T <Co°� w o- O U.) O �P rnQo A I N-C'B•DC N X11\`ee���tit�ttttruru<< Coon) n4•z.� N oc� � o t L FA p�bl , 1114111111111% El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O rMo ON Z 0) N 40 U0 ­ i>i U% O M � Ln Q � n O Q U_ CL �M 101� U aOC) Q ..� E Z J � W d' J SZ �o zaa a Wa�. UZop Z 0 W .zio. Wz D.u-oa 8Wtj,-4 M-o i oW zoZ O Q U zZ C M �3 �o � 2:z U a O = fu od C J ul o� o F? o J 4 Q � VVleQ x O V U 5 m a N L^JJ oaoa Z lid W 0 J W Lu Q15gWZ W -J Ln ri w S �o2 LL a ~o LLI Q Z Z 2ai- M L QZ 1 R Z 0 QZ J Uj = a z LU a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. D1 A ti �ni n i 1n WEATHER /E BARRIER & IARILY SECURE WEATHER `RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL ° ° O COMPATIBILITY SELF -ADHERED FLASHING \\� WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING ED FLASHING (SEE DETAIL WP07) Eon SELF -ADHERED FLASHING 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"-l" 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 NAILING FLANGE 1 DO NOT FLASH OVER 2 SEAL TOPS OF JOISTS BOTTOM NAILING p UNDER DECKING FLANGE O (SEE DETAIL WP07) SELF -ADHERED FLASHING HALF ROUND WINDOW E AM ruyarni�u r�hanuvEa SELF-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 1�4 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER IN 0 SELF -ADHERED FLASHING INSIDE CORNER Ground (�- SELF -ADHERED FLASHING SELF -ADHERED FLASHING ■ • FOUNDATION WEEP SCREED DECK JOIST ET ' OUTSIDE CORNER I • WIRE LATH Q 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 l 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 #Oin 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 1st 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 HOW NOT USED NOT USED ' SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all U)� z_zM o O° z� d O Cl- Z c /) UI 4-1 (10 0 'U - w O ~ 0 = Cl) l� o U LU a co co C M co H E -8 M00 RI EE2 000 _r 0 rLL� M U 0 32 (%% CL o Lo 0v Q 0M rnQ o A 1 B D® 14 C ti N N 0 CV .4- fn a o d rn V o cs oNoo Z ZmMrn O � J lL Z 9 u W a tL a LU me Q W U Q p rL z Dim= H o 00 fZ m o^O m ro ZN�E�r WLV d� W a NaM O O V U O1-- 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 CD Z N O aD n 1-­1 4-Jo E/-E M O M U')a Q to 170 V) •L d- Q " LL CL M QC U 170 Q ZZ a E00 3: ry W J oz ;o w0 Za Wa9� �Zo0 ZWLu i_0�Z O Lu aaO,n 11 0 ---I SF o L 41. o z Z Q� M � ¢ Ov > W C1 �W g M U� 0 z 2: O O cc Q V 0- LU 0- W w o� 0 0 max; f- Xo8 x P ¢ w o U 8- r%J a<o! Q d- Z Z O LL O wa W J Lli r-1 413 W 2: �a�o � o� z 8 Pia w~~ M 10 Z Z ��Z k z �j z 0 ¢z O 2 rn ,-i a U) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. W P a FF -0 > c-N Co .�, p -1.,., �USP Florida , • • - , Report CL) Cross Reference > N Q_ O Stock • Product Approval No. Basis Stock No. Product Approval No. Basis N O O � 0 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET O LL _ .� 0 L O O � U O L v, U I- 0 L W Z J Z Q _1 a SHEET NO, PA 1 .o A3 FL17244.1 ESR-3455Evaluation A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 Cl) HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 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 if HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the M O HD410 FL77232.4 ESR-3445 HU410 FL10655.44 ESR-2549 Q HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGAIOKT FL17236.6 ESR-3448 HGAIOKT FL11470.4 SIM200803 HGAM10KT FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.01-41.0 psf HTT5 FL17219.2 ER-0200 HT520 FL10456.23 ESR-2613 HTW16 fL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 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 General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL77232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL77232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL77244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 Florida Metal Products, Inc Vent RV10 FL2075.1 N/A LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A LSTA36 FL17244.18 ESR-3455 LTT208 FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 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 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Repo rCDL t H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 APPLICANT SIGNATURE DATE RT3A FL17236:11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 ESR-2613 SP1 FL10456.41 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RTSA FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 O ICU SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPHB FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25112 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDO8-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 Repo rcz t LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0l-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic I Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 NIA (see lost sht) 2. WINDOWS B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePiank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 WA XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 NIA HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 NIA POLYGLASS USA Polyglass roof underlayments FL5259-R26 +N/A/-622.5 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL75088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.O1-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see 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. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber - TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSboxBLT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOXB Lintels FL11383,1 N/A The products fisted below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 2 vs2on FL#15225-R3 Code Entity or Date Date Date Pend Ina Date Type Versio Manufacturer Contact Enaineer&License Validated By Validated Submitted FBCApproval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved Category: Exterior Doors c 419 298-1740 Management Institute ( ) 9 813 767-6555 ( ) SubCategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Certification Mark or Listing com FL#15225-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 5 e. &quot;Smooth-Star&quot; and &quotBenchmark by 6/8 and 810 Opaque and Glazed Fiberglass Door with 12/3l/2021 No Yes No N/A Therma-Tru&quot; and without Sidelites. Inswing and Outswing 6 f. &quot;Premium Series&quot;, &quot;Construction 6/8 and 810 Opaque and Glazed Steel Door with 12131/2021 No Yes No WA Series&quot; and &quot;Benchmark by Therma-Tru&quat; Transoms. With and without Sidelites. Inswing and with Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#15279-R4 Code Entity or TVDe Versio Manufacturer Contact Enaineer & License Validated By Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Approved Category: Exterior Doors (513) 770.6062 Inc. (513) 519-6566 SubCategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com Compliance Method: Certi icabon Mark or Listing FL#15279-R4 Products Page 1 of 1 1/92017 Date Date Date Pending Date Validate Submitted FBC Approval Approved Status Gary Pfuehler 06/12/2015 03119/2015 06/21/2015 Quality Assurance Approved for Use Approved for Use Impact Desian Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 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 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174; W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 53 053 W5-16 PAN-21`153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2' to 160" 05/21/2028 No Yes No +30 PSF/-30 4RSF, 6RST, 6R8F, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 W6-09 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/42 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174; W6 Garage Door PSF 102 102 W5-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (97' to 16'2" 05/21/2028 No Yes No +37 PSF/41 4RST, 6RST, GD5S, GR5S, AR5S, E05S wide) WINDCODE&#174; W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15288-R2 Code Entity or Date Date Date Pending Date Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved atus Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2016 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Horizontal Slider bsitlinger@mWd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No N/A 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No N/A 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No N/A SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/3l/2017 No Yes No WA SLIDER Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1192017 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15000-R2 Code t tv or _ Entity Date Date Date Pend Ina Date Type Versio Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767.6555 Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#15000-R2 Products Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 a. &quot;Fiber-Classic&quot; or&quotSmooth-Star&quota 6&#39;8 &quot;Non-Impact&quot; Opaque Fiberglass 12/31)2018 Yes Yes No N/A Door with &amp; without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) FL#11537-R6 Code Tvoe Versio Manufacturer Revision 2014 CURRIES Division of AADG, Inc Category: Exterior Doors SubCategory: Exterior Door Components Compliance Method: Certification Mark or Listing FL#11537-R6 Products Sea # Product Model. Number or Name 1 607, 707, 727, 747, and 847 Single and Pairs of Doors 2 M, CM, and G Series Frames Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entitit or Contact Enaineer&License Nelson Kraschel UL LLC (641) 423-1334 nelson. kraschel@doorgro up.com Product Description Flush, Glazed, and Lowered single and pairs of hollow metal doors. Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868-4707 Page 1 of 1 1/102017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 07/21/2015 07/21/2015 07/27/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12131/2017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/92017 FL#15278-R4 Code Entity or Date Date Date Pendina Date Type Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sittinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed bsitlinger@mMd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Sea # Product Model. Number or Name Product Description 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 5 SERIES GA 195 ALUMINUM N U PW SERIES GA 195 ALUMINUM PW NI 72X72 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PWN172X72 FIN Quality Assurance Approved for Use Approved for Use Impact Desian Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/3112017 No Yes No WA 1213112017 2/ No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12131/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#13192-R4 FL#15272-R1 EntitV oDate Date Date Pending Date Code Entity_o DateDate Date Pend ina Date Type Versio Manufacturer Contact Enaineer&License Validated By _Code Validated. Submitted FBC Approval Approved Status T Versio vne Manufacturer Contact Engineer a� Validated a v Validated Submitted FBC d Approved Status _ Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 SubCategory: Siding pingsheng.zhu@iameshar SubCategory: Soffits nhompson@alside.com Compliance Method: Evaluation Report from a die.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL#13192-R4 Products FL#15272-R1 Products Quality Assurance Approved for Use Approved for Use Impact Desian Quality Assurance Approved for Use Approved for Use IMDaCt Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Seq # Product Moe odu t Model, Number or Name Product Description Contract Expiration Date n D i HVHZ Outside HVHZ _Q_ u Resistant Pressure 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. &quot;2T&quot Soffit Vent or Solid Vinyl Soffit 12131/2018 No Yes No N/A 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A WA 2 b. &quot;Alliance T4&quot; Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A FL#15332-R3 Products Seq # Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 4301'440 REINFORCED ALUMINUM SGD FL#15217-R4 Code Tyne Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows SubCategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Sea # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 Code Tvoe Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows SubCategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15333-R2 Products Sao # Product Model. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-R10 Code Type Versio Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing SubCategory: Asphalt Shingles Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-R10 Products Sea # Product Model. Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96&quot;x96&quot; SERIES 420 ALUMINUM SGD REINFORCED XXX 143&quot;x96&quot; SERIES 420 REINFORCED ALUMINUM SGD OXO 146&quot;x96&quct; SERIES 4301440 ALUMINUM SGD XXX 143&quot;x80&quot; NON -REINFORCED SERIES 4301440 REINFORCED ALUMINUM SGD XXX143&quotx96&quot Page 1 of 2 1/92017 Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/3l/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No NIA 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer &License Brent Sibinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsitlinger@mMd.com Product Description SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 88 1/8X72 Validated By Steven M. Urich, PE (717) 317-8454 Pagel of 2 1/92017 Date Data Date Pend Ina Date Validated Submitted FBC Approval Approved Status 06/30/2015 06/25/2015 07106/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Desian Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 12/3112017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/3l/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity r Contact Engineer & License Brent Sitlinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitJinger@miwd.com Product Description 1445, 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1/92017 Date Date Date Pend Ina Date Validated Submitted FBC Approval Approved Status 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Imoact De sign Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards 1/92017 Product Approval Application Detail O Entity r t 1 lV D ate Date Pend Date f� _ Contact Enaineer & License Validated By Validated Cr_ Submitted FBC Approval rove atus S b Approved S,�_ Mark Harrier Robert Nieminen John W. Knezevich, PE 12/1412016 12/08/2016 12/15/2016 Pending FBC Approval (610) 651-5847 PE-59166 (954) 772-6224 mark.d. harner@saint-gob ain.00m Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 3-tab, 4-tab, strip (no -cut-outs), laminated and 07103/2017 No Yes N/A N/A architectural asphalt roof shingles Cll CU to -Cu 0� (D a) 0 O 0 CB a) 0 O 2 O CV Ca O O M U_ O �! .u) 0 E Cll 1 Q Q H CU .0 ._ Q Z Z W J U) O U r• fit• A­j U) W -tf ��^ v O O CL 0_ U O C/) W U) M� W VL� ICU Z W z J z Q J SHEET NO. PA 1.1 N c— Cn N U N O Florida Department of Business & Professional Regulation Page 1 of 1 Q O Building Codes and Standards 1/92017 I: CD - Florida Department of Business & Professional Regulation Pagel of 3 Florida Department of Business & Professional Regulation Page 1 oft _4r 0 CD ' CD Building Codes and Standards 1/92017 Building Codes and Standards 2/62017 Product Approval Application Detail U) Co U C ) Product Approval Application Detail Product Approval Application Detail FL#5219-R3 CD 0 O -0 _0 FL#12320-R7 Products Code Entity or Date Data Date Pendina Date �- Quality Assurance Approved for Use Approved for Use Impact Design FLA21675-RO Tvpe V, ersio Manufacturer Contac Enaineer & License Validated By Validated Submitted FBC Approval Approved Status O Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entityor Date Date Date Pendina Date Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved 6 No. 15 UL Asphalt saturated organic felt 01/07J2019 No Yes N/A N/A Type Versio Manufacturer Contact Enaineer & License Validated By Validated S bmitte FBC Approval Approved Status Category: Roofing (813) 248-3456 PE31242 (717) 317.8454 O � 4— New 2014 HomeGuard Building Products, Inc. John Cheslak I ntertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02JO312017 Subcategory: Roofing Accessories that are an Integral Part the Roofing System flvalidation@yahoo.com Q -0 Q Approved of . — Q L 240-1382 Inc. NA, Inc. Compliance Method: Evaluation Report from a fy L -4.-- Category: Roofing (904) Florida Registered Architect or a Licensed Florida Co O Search Criteria SubCategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321 Professional Engineer _ � Q Compliance Method: Evaluation Report from a m FL#5219-R3 Products Code Version: 2014 FL #: 12328 Product Evaluation Entity v J Application Type: ALL Product Manufacturer: ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use Impact D si n Category: ALL Subcategory: ALL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Compliance Method: ALL Quality Assurance Approved for Use Approved for Use Impact Design 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39, 6&939;, 12131/2019 No Yes No N/A Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Sao # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 88#39;, or 10&#39; Wide Off Ridge Vent Attached to Product Description: ALL Approved for use In HVHZ: ALL 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes WA WA Wood Deck ToughSkin 30, ToughSkin 50 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12131/2019 No Yes No WA Approved for use outside HVHZ: ALL Impact Resistant: ALL Tile&quot; 8M9;, or 10&#39; Wide Off Ridge Vent Attached to Design Pressure: 9 ALL Date From: ALL Wood Deck Date To: ALL 1 1 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A for Shingles&quot; 88#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/102017 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1192017 Product Approval Application Detail Building Codes and Standards 9 1/102017 Product Approval Application Detail FL#17202-R1 Product Approval Application Detail FL#2075-R7 Code Entity or Date Date Date Pending Date FL#16588-RI Code Entity or Date Date Date Pendina Date TVVersio Manufacturer Contact Eno ineer&License Validated By Validated Submitted FBCApproval Approved Status Tvce Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22/2015 Approved Code Entity or Date Date Date Pendina Date Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCGO - VAL 02/27l2015 02/27/2015 03/09l2015 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Jye Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status SubCategory: RoofingAccessories that are an 9 ry' acarter@lomanco.com @ Affirmation 2014 O'Ha in Manufacturing, LLC 9 g' Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE ry 06/17/2015 06/17/2015 06/25/2015 Approved pp Category: Roofing (904) 783-8400 (786) 315-2590 SubCategory: Roofing Accessories that are an clark@flamoo.com Integral Part of the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 Integral Part of the Roofing System Compliance Method: Evaluation Report from a SubCategory: Roofing Accessories that are an gdaniels@ohagin.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Product Evaluation Entity Professional Engineer Compliance Method: Certification Mark or Listing FL#2075-R7 Products FL#17202-R1 Products FL#16588-R1 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Desi n Quality Assurance Approved for Use Approved for Use Impact De_ sign Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A 1 Deck -Air"" DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97.5 1 O&#39;Hagin&#39;s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A N/A Mechanically Attached to Plywood Deck 2 OmniRidge&#174; PRO Vent PR04-N Molded Plastic, Roof Ridge Vent Mechanically 07/10J2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. U) Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Q Product Approval Application Detail FL#15076-R3 Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 1/92017 Code Entity or Date Date Date Pendina Date Type Versio Manufacturer, Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status O Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/23/2015 Approved Florida Department of Business & Professional Regulation Page 1 of i Category: Shutters (954) 689-7545 PE-44187 (954) 772-6224 Building Codes and Standards 1/92017 ■ SubCategory: Storm Panels tim.robinson@gppentcom FL#7649-R9 Compliance Method: Evaluation Report from a Product Approval Application Detail Florida Registered Architect or a Licensed Florida Code Entity or Date Date Date Pendina Date Professional Engineer Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15088-Rl Revision 2014 Boral Roofing / MonierLifetile Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker 09/10/2015 08/25/2015 09/20/2015 Approved FL#15076-R3 Products Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Impact Design Code Entity o Date Date Date Pendina Date SubCategory: Roofing Tiles thomas.jemmett@boral.co Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes NIA Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/23/2015 Approved _ ■ Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 FLlt7849-R9 Products 2 24 Gage Galvanized Steel Storm Paneis(NHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31l2017 No Yes Yes NIA SubCategory: Fabric Storm Panel tim.robinson@gppent.com or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact, Design Florida Registered Architect or a Licensed Florida Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxon 700 -Shake State &am � Split Shake y p' p Fiat Profile -Stockton 12/3112018 Profl No Yes N/A N/A Code Ent or Date to Date Pendina Date FL#15088-RI Products 14 Saxony 900 -Country Slate, Shake &amp; Slate Flay Profile -Henderson 12/31l2018 No Yes N/A NIA Type Versio -�- Manufacturer Contact Engineer Validated By Validated Submitted �-� FBC App a Approved Status Quality Assurance Approved for Use Approved for Use Impact Design 15 Saxony 900 - Country Slate, Shake, Slate &amp; Split Flat Profile - Lake Wales 12/31/2018 No Yes N/A N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 l2/2l/2016 Validated Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/3112017 No' Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12131/2018 No Yes N/A N/A SubCategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Compliance Method: Evaluation Report from a 24 Villa 900 Medium Profile - Lake Wales 12/31/2018 No Yes N/A N/A Florida Registered Architect or a Licensed Florida 25 26 Villa 900 Villa 900 Medium Profile - Denver 12/3112018 Medium Profile Stockton 12131/2018 No No Yes Yes N/A N/A NIA N/A Professional Engineer - FL#15076-R4 Products Sea # Product Model. Number or Name Quality Assurance Approved for Use Approved for Use Product Description Contract Expiration Date in HVHZ Outside HVHZ Impact Resistant Design Pressure 1 20 Gage Galvanized Steel Storm Panels1HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31l2017 Yes Yes Yes N/A 2 24 Gage Galvanized Steel Storm PaneWNHVHZ or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes WA O (v or not by tracks to provide hurricane protection. O U Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Cn 0— Building Codes and Standards 1/MW Building Codes and Standards 1/92017 FL#12656-R5 Product Approval Application Detail Product Approval Application Detail 2:% In Code Entityo Date Data Date Pendina matteICU Tvpe Versio Manufacture Contact Engineer &License Validated By Validated Submitted FBCApproval Approved Status FL#17869-RO FL#1999-115 co Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/220015 Approved Category: Shutters (954) 493-8551 PE-0046549 P.E. Code Entity o Date Date Date Pendina Date Code Entity or Date Date Date Pendina Date 0 SubCategory: Storm Panels tomj@tc-alum.com (305) 510-8531 Tvpe Versio Manufacturer Contact Eno ineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer ContactEngineer & License Validated By Validated Submitted FBC Approval roved Status / C' Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/0312015 07110/2015 08/18/2015 Approved pp Revision 2014 ITW Buildin Com onents Grou Inc. / Paslode 9 p p Stuart Lews ICC Evaluation Service LLC William M. Ranieri E P 03/25/2015 3l20/2015 0 03/29/2 1 0 5 Approved ^ Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918-6473 (407) 681-1917 Professional Engineer SubCategory: Storm Panels mikeb@allamericanshutte SubCategory: Truss Plates slewfs@alpineitw.com FL#12856-R5 Products Compliance Method: Evaluation Report from a rscom Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Product Evaluation Entity L� Quality Assurance Approved for Use Approved for Use Impa Design Professional Engineer Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#1999-R5 Products ICU 0.050&quot; Aluminum Storm Panel 0.050&quot; Aluminum Storm Panel with Optional 12/31J2018 No Yes Yes N/A FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact Desian W Clear Panels Quality Assurance Approved for Use Approved for Use Im pact Desian Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 &quot;Safety Edge&quot Storm Panels &quot;Safety Edge&quot; Storm Panels, 28ga 12131/2018 No Yes Yes +54/-54 Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H &amp; S) Metal Connector Plate 12/31/2020 Yes Yes NIA NIA (0.018&quot;&quoQ Steel, 0.022&quota Alum (Pert Non-Perf), Clear Polycarb Hato3 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 1261/2017 No Yes Yes N/A 2 ITW BCG Hinge Plate Metal Connector Plate 12131/2020 Yes Yes N/A N/A Q and {Full and ITW BCG Trulox Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Z 3 24ga Steel Storm Panel 24ga (0.0232&quot;) Steel Storm Panel with Optional 12131/2018 No Yes Yes +100/-100 4 ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Clear Panels 4 Aluminum Hinged Storm Panel 050&quott; Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Z Panel Q J SHEET NO. PA 1.2 Q =3 O Q Q C CU 0 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 •Qi V .� (/) Building Codes and Standards 1/9f2017 Building Codes and Standards v9r2o17 Florida Department of Business & Professional Regulation Page 1 of 1 Co c 'C/) Building Codes and Standards 1/9/2017 U .� Product Approval Application Detail Product Approval Application Detail Q Q -L Product Approval Application Detail Q Q FL#2197-R5 FL#1644-R4 C Q LL FL#1645-R4 � co -.5 _ Code Entity or Date Date Date Pend Ina Date Code Entity or Date Date Date Pending Date Z.— Q CO > Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status Code Entity or Date Date Date Pendina Date Q Revision 2014 MiTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/3012015 06/11/2015 07/05/2015 Approved Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status .� Q L Category: Structural Components e9 ry� p 314 851-7480 LLC. { ) Category: Structural Components 9 ry: p 541 826-0200 Wood Association { ) Revision 2014 Boise Engineered Wood Products 9 Robert Taylor ICC Evaluation Service, LLC APA - The Engineered Y 9� 05/27/2015 05/06/2015 06/0212015 Approved Pp Q� L Subcategory: Truss Plates dwert@mii.com (205) 599.9800 Subcategory: Engineered Lumber roberttaylor@bc.com (253) 620.7467 Category: Structural Components (541) 826-0200 Wood Association C Q Cz Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a SubCategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 Co .4— Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a In Q FL#2197-R5 Products FL#1644-R4 Products Product Evaluation Entity Quality Assurance Approved for Use Approved for Use Impact Desi n Quality Assurance Approved for Use Approved for Use Impact Design FL#1645-R4 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Desian 1 M18SHS 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 1 Versa-Lam Laminated Veneer Lumber 01/01/2035 No Yes N/A NIA Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mil 16 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 1 AJS Joists Wood &quot;l&quot; Joists 01/01/2035 No Yes N/A N/A 3 MT18HS 18 ga. high strength truss connector plate 12/31/2017 Yes Yes NIA N/A 4 MT20 20 ga. truss connector plate 12/3l/2017 Yes Yes N/A NIA 5 MT20HS 20 ga. high strength truss connector plate 12/31/2017 Yes Yes NIA N/A Search Criteria Florida Department of Business & Professional Regulation Pagel of 1 Building Codes and Standards 119/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 119rz017 FL#6527-R6 Florida Department of Business & Professional Regulation Pagel oft Code Entity or Date Date Date Pendina pate Product Approval Application Detail Tvpe Versio Manufacturer Contact Eno ineer&License Validated By Validated Submitted FBC Approval Approved Status Building Codes and Standards 1/9rz017 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved FL#i58-R7 Category: Structural Components (253) 924-4084 (608) 839-1344 Product Approval Application Detail SubCategory: Engineered Lumber jim.anderson2@weyerhae Coe FntitV or Date Date Date Pend Ina Date Compliance Method: Evaluation Report from a useccom Type Versio Manufacturer Contact Eno ineer&License Validated By Validated Submitted FBC Approval Approved Status Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved F1.91630-118 FL#6527-R6 Products Category: Structural Components (813) 621-4641 (786) 315-2590 Code Entity or Data Date Date Pend ina Date SubCategory: Products Introduced as a Result of cparrino@castcrete.com Tvpe Versio Manufacture Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact act Design New Technology Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Compliance Method: Certification Mark or Listing Category: Structural Components (253) 924-4084 (608) 839-1344 1 iLevel Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A FL#158-R7 Products SubCategory: Engineered Lumber jim.anderson2@weyerhae 2 Microllam LVL board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A NIA Quality Assurance Approved for Use Approved for Use Impact Design Compliance Method: Evaluation Report from a user.com Product Evaluation Entity 3 Parallam PSL Parallel Strand Lumber 0313112017 No Yes N/A NIA Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 TimberStrand LSL Laminated Strand Lumber 0313112017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes NIA N/A FL#1630-RB Products Quality Assurance Approved for Use Approved for Use Impact Design FL#6527-R7 FL#158-Re Sea # Product Model. Number or Name Product Description Contract Expiration Date in 14VHZ Outside HVHZ Resistant Pressure Code Entity or Date Date Date Pending Date Code Entity or Date Date Date Pending Date 1 TJI110 Prefabricated Woodl-joist 03/31/2017 No Yes N/A N/A Tvpe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio _ Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status 2 TA 210 3 TJI 230 Prefabricated Wood I -joist 03/31/2017 Prefabricated Wood 1-joist 03/31/2017 No No Yes Yes NIA NIA N/A N/A Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10125/2016 11/0512016 Approved Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved 4 TJI 360 Prefabricated Wood 1-joist 03/31/2017 No Yes NIA N/A Category: Structural Components (253) 924-4084 (608) 839-1344 Category: Structural Components g ry: p 813 ( ) 621-4641 (786) 315-2590 5 TJI 560 Prefabricated Wood I -joist 03/31/2017 No Yes NIA N/A Subcategory: Engineered Lumber jim.anderson2@weyerhae SubCategory: Products Introduced as a Result of 9 ry� c arrino c p @ astcrete.com 6 TJI/560D Prefabricated Wood ]-joist 03131/2017 No Yes N/A N/A Compliance Method: Evaluation Report from a useccom New Technology Product Evaluation Entity Compliance Method: Certification Mark or Listing FL#6527-R7 Products FL9158-118 Products Quality Assurance Approved for Use Approved for Use Impact Desian Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch vide lintels 05/21/2017 Yes Yes N/A N/A 2 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A 3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes NIA NIA — 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A ■ �� board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/3112017 No Yes N/A N/A -CIO Florida Department of Business & Professional Regulation Page 1 of t Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 119n017 Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9n017 Product Approval Application Detail Building Codes and Standards 1/9r2017 ■ Product Approval Application Detail Product Approval Application Detail FL#5450-R5 FL#1774-R4 Code Entity or Date Date Date Pend !no Date FL#11383-R4 Type Versio Manufacturer Contact Eno Inter &License Validated By Validated Submitted FBCAooroval Approved Status Code Entity o Date Date Date Pending Date Revision 2014 Powers Steel Inc. william powers Steven Schaub A. 03126/2D15 03/23/2015 03l30/2015 06/2312015 Approved Code Entity ar Date p� Date Pending Date Tvpe Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Category: Structural Components 09 (602) d37-1160 PE-60509 GREENBERG, P.E, GREENL T e Versip Vn Manufacturer Contact C nta Engineer &License Validated By Validated _ Submitted FBC Approval Approved t tus ■ fit_ Revision 2014 Commercial Concrete Products, Inc. Robert Gillis THUY H. HUYNH Florida Engineering 07/03/2015 06/24/2015 08/20/2015 08/26/2015 Approved SubCategory: Products Introduced as a Result of bill@powerssteel.com (813) 645-0166 Revision 2014 Powers Steel Inc. william powers Steven Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved — Category: Structural Components (813) 659-3707 PE-80122 Solutions New Technology Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, P.E, Subcategory: Products Introduced as a Result of precastgator@yahoo.00m (352) 588-5311 Compliance Method: Evaluation Report from a Subcategory: Products Introduced as a Result of bill@powerssteel.com (813) 645-0166 New Technology Florida Registered Architect ora Licensed Florida New Technology Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Professional Engineer FL#1774-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design FL#11383-R4 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels 01/27/2017 No Yes N/A NIA Qualitv Assurance Approved for Use Approved for Use Im act Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure consisting of preformed steel lintels combined with S_eq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes N/A N/A concrete masonry units, grout, and steel reinforcing 1 PowerBOXB Lintels Powers Steel Lintels are field assembled consisting 01l01/2017 No Yes N/A N/A bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. W^ ) _tf O ICU O L_ Florida Department of Business &Professional Regulation Page 1 of 1 �J U Building Codes and Standards 8/16/2017 Product Approval Application Detail O FL#5259-R26 �� n code Entity or Date Date Date Pending Date Tvoe Version Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status 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 Category: Roofing (570) 384-1230 PE-59166 (954) 772-6224 SubCategory: Underlayment jakins@polyglass.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products Q Quality Assurance Approved for Use Approved for Use Impact Design Sao # Product Model. Number or Name Product Description Contract Expiration Data in HVHZ Outside HVHZ Resistan Pressure 1 Polyglass Roof Underlayments Roofing underlalyments 04/24/2018 No Yes N/A +NIA/-622.5 `V W Search Criteria Code Version: 2014 Application Type: ALL FL #. ALL Q Product Manufacturer: POLYGLASS USA Z Category: Roofing Subcategory: Underlayments J Application Status: ALL Compliance Method: Evaluation Report fro a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Z Product Description: ALL Approved for use in HVHZ: Yes Q Approved for use outside HVHZ: No Impact Resistant: ALL J Design Pressure: ALL Date From: ALL Date To: ALL �— SHEET NO. PA 1.3 32z� �