Loading...
HomeMy WebLinkAboutPlan-3 19411, —.] I 1/ 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 Fig. Footing Ref. Refrigerator A.F.F. Above Finished Floor FIX Fixed Req'd, Required A.H.U. Air Handler Unit ALT. Alternate Galy. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft, Bot. Bottom Hgt. Height Sh. Shelves 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 SSouthern Square Col. Column Laun. Laundry S.Y.P.. 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 of Plate Ded, Dedicated Outlet Max Maximum TR TOWEL RING Dbl. Double M.C. Medicine Cabinet Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam Uc. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way N.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin, Flr. Finished Floor P.L. Parallam W/C Water Closet F.G. fixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Ar. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof PSF Pounds per square foot Flr Svs Floor Svstem REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 ADDED VAULT. CLG. I = IE I +J ALL, WORK SHALL CO-IPtY WITH PREVAILING C iD�S FLORIDA B, IiLD!NG C("), NATIONAL _.!_L=C:"i;'i`: 'a)CE.AND CITY OF ZEPHYRHiLL,� ORDINANCES REVIEW D.:,�.,_ CITY of-? P L,AN ze°� r*4 em 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES fnf� MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES ry 1/ THIS DRAWING AND DESIGN IS VALID Z / �. FOR 12 MONTHS AFTER THE DATE IT / IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors t, 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. to (DLO zo —o Z Q J a. Z �(n w 0 O C o o Cn U 0 w W k ~8 a� th m @ cl7 0 Ooa 0" _—$ M.d ^ N U�' :E 11 SO mar; Q rn �ov n �i Q o A ' B D® atone N C" ,;�Iurrr "' � �1 00 E C C �' LUE - � ¢z :Co- Co cp it To the best of the EngineEr�S.1¢igwler��Rt ation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 a + � . O M Q � 'p Lr) a. to a ^ I--'L QC U o.00 Q E `. Z WJ C:) J �z �o Za Ea F- vZop QQWU �zZ' �g!9W QC J �--+ �-- �wON o�� LU LLJ o Z 0, J T Z Z � M M w � 0 ; 1 � 0 0 Z � U U-) U �W a. oLL aoF5 1-- 4 O f CC cc ?�QrJ Z N �ao Q Z Z N � d- Z Z � � �o m 2 az *� a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO 10 SHEET NO. CS �; I . 11! 'LL1 I1. I 1 111 1 11 11 1 !1 IN 1 I I_ ! '. 1 '. 1 1 1 1 rn (DU)� MO w TYP @ 1 STORY A S3 A OWNER'S SUITE 8'-0" CLG. CARPET OP 00 G 00 S3 (4) 2x4 #2 SYP STUDS N W/ USP HTT4 @ BASE 5'-4" L 1 4'-0" L U) I O M 2:12 VAULTED CLG. I C:Mi1111 55'-10" D S3 5-SH T — — — — R&S — — — BUILDER TO 6" DP;­O56 )6p � N PROVIDE - LIN_E'I APPLIANCE ? I 0 PROTECTION T -WHEN RE + ©---- _BA W.I.C. j 2'-6" PER FBC QUIRED TB } _� -- &-O"4 CLG. 8'-0" CLG. i 2 CAR GARAGE -- - _ LE q� CARPET M!� 1 0 TILE � I °a I 8' -0" CLG. T ,rr 20'-Cl 821 - -3-0 T-8" I r - 5'-3 " a �,410" --- 2668 --L-- -A--- HANSON I �� rF- BOX @ 36" I -EDGE OF SLAB 2" �A.F.F. 1BEYOND WALL KNDRYER VEN1S3 THRU ROO R&SSS a FAMILY RM 9'-4" CLG. CARPET 23'-0k in 0) PT. W OPT, D 0 AHU-8'=d" CLG �- h� TILE - { 2868 R.A.G._ --' -- - -- -r--- _ }--1 I i —-------- --R&S - — — — —� 2668 4'-0" 11'-7g" U-10" iv 4'-7" _- . - 5068 B.F. 0 1 OPT. o REF. BEDROOM 2 PATIO CAFE / _ _ - ]-`OCARPET -- rt F---I--� � 8. -0 CLG. N � (� D.W._I IM - - I co O ao U) CARPET / I T' Q cV > J U L__ �, ,- SIN_ K wl DISP co 'n �— 20'-6 �" IKI _ 2 -2„ 2 - 10'4„ /� -- ULT. _CI 01 / 00 1 TIDE - L- §5 �� PANTRY w / -RANGE -, - --8 _ cn w / FLAT CL Inio C? rC0ND. / 38 -- - / I ----- U ---� . 5-SH 16" DEEP 25-SH H.B. EGRESS O (S�3) MU. H. I I I II NOTE: FINISHED IC7 WALLS TO BE FLUSH. VERIFY IN FI ELD�-- - - - - - K (4) 2x4 #2 SYP CC D S3 - STUDS W/ USP S3 G.T. HTT4 @ BASE s CO 10'-10a" I r- -,i --{ F 01 9'4' - 'LE - - CLG. 5' 6" HDR AT 7'-4" - AM ib I - 14'-6" BEDROOM 3 8'-0" CLG. CARPET 10'-44" 15'-10" 25-SH EGRESS 0 IY I 0 ENTRY -0" 8'-0" CLG. I I W --- j— R&S — — — — 2668 r I 7-6" 5 M iv �4068 B.F. I �o w C z �� P �W Ai I BEDR OM 4 8'-0"ICLG. 1 8'-a" CLG. M� CA PET TILE1 I I o "4" I 6-3" 0a 1• P ' 2" Icr �I I I — FIBERGLASS 2 SURROUND N fn � ui Cno 0 w C? TYP @ 1 STORY rm 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/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 X 25 S.H. 13 20 X 38 18 } X 37 S.H. 14 20 X 50 1 18 4 X 50 S.H. 15 20X63 184X624 S.H. 16 20X72 184X714 S.H. 32 27 1/4 X 26 26 X 25 S.H. 433 27 1/4 X 38 N/A S.H. j 34 27 4 X 50 N/A S.H. 433 N/A 26 x 37 i S.H. 434 N/A 26 x 50 S.H. 35 27 X 63 26 X 62 1/2 S.H. 36 27 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 4 X 38 i 36 j X 37 3/4 S.H. 24 37 1 X 50 1 36 4 X 50 S.H. 25 37 X 63 36 X 62 1/2 S.H. 26 37 X 72 36 X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 52 X 37 S.H. 34 54X501 52}X50 S.H. v S.H. 35 54 X 63 52 X 62 36 54 X 72 52 X 71 S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 Trim) 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 located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" �A +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 �E +23.0 / -25.2 OF +23.0 / -28.9 �G SEE SIN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED zM _ o z° Z d a. VJ crn 4--j w •U w 0 F 0 � Vi ~ _O m Il. V U w E v Y+11'N, �.`� F-- oo U a) cNn r_ Mco T -o co N 0 5n = t. U LL 000 00 aa)) Y Q rn a o u7 O R C% <4 B D® s1`RiEli /g�� 0 ��J t9 o� i ,Z Z N CLL, LL• IL d C ;v' ,0w, IYIa N 6 .� LL —\ �1 •• WQM /� N /�. • ..... , lL�l� �<CPIS 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 r4 0a)r-, > (n M 00 _� M Q (1) ( �5 'n^ Q LL- y , F--CL cl� CD M z Q CL 00 E .� Z E WJ C:) J a p Za QC4 8 O r Z g�w� _ z z z z Q f J 8 W T� U lyl N rCL OAuo z0 *� gz -a 0 Z M � o a � � 0 U U) T— g o� r_o6 0 0 J IfV U�a,� Y� "z Z N Lu 2 c W 2 W t a��8 J Ln r-•1 LV cwc L a LL Z U N Q zg m z z tu- o g =� f T-i Ul) SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 2m0 SHEET NO. 1.0 11 i 11 lilt11 1 11-1 F I U L—A Ll L' _ I I I I ! I I I I P 0 4 60 co MIRROR s i o ih / OWNER'S BATH DW KITCHEN ISLAND Q - -:--- --: I, 1 I , +_.I_ L I 1 I I ' OWNER'S BATH KITCHEN MIRROR- -' I I— 1 Z- t_ O t O M KITCHEN BATH 2 0 4 INTERIOR ELEVATIONS 0 V v —8 z� Q J CL z Cz II V �V W [/J T W 0 �U — � o 00 U E $ a) M cyan~, O - 0 = aj U N w LL o0 OYco U) ao Q rn rL a�i,Q o A I Nvrnn °° -tO v%, t9 c Z Z� o� o ��uv�r C (" M •Ol �iN l � N �\ 4♦ y,lJ� �LL-ju a_ D 4. �kl r rid LL -t&Q • o C- N .' to r"o rjeJ` Q ip � To the best of the Engineer's kno I g ,1 ormation, 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 au N r>i(nM p M IN Q W 'o � Ln F— Q U CL 00 w z§ f° WJ � sZ W � za fa g48U z U) 0g�Lu ou U �© W s y F— LU F- w go Q f z O D rU M n3 > ' w o z U CL z oo. yL N gg0< �J Z N Ce �L W V..1 p�p Z V N Q Z~ 0 z t-u -z m o N g = � 0- SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 10 SHEET NO. 2.0 1 1112 !. I I IL 1 L !I[IMPI e11. 771 1!e.? IIIIH'., I rV . 11 111 1 I 1-- —.. 1 1 I t 1 _ I I L - —1 — — - I I I L ____ J—I1 1. 1 1 11 91 v M• 2,-0„ HEEL - __ --- -_ -- ------------------ - _L -- -_ - - - , _ — ---- 1" x 4" SMOOTH TEXTURED —- HEAD / BAND T.O.M.-- HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U: (TYP. ) -- - - -- _— --_ - -- 3 TAB SHINGLES. ROOF 12 W -_ — -- INSTALLED AS PER MANUF. _ 5 � �_ -� SPECIFICATIONS 0 0 [7-7- 1:7 �� 7_� -_--- - --- - - 1" x 9" SMOOTH TEXTURED L_�l HEAD/BAND co LJ I � F.FL.LJ I ----------- +3" SMOOTH 1 TEXTURED BAND 2" 1 1 :, 2" PROFILE SILL 71,E ELEVATION (j)QDEECORATIVE SILL FRONT ELEVATION - B 14'-0" RIDGE VENT -- - - 12 -- - -- -' -- -- _ , 5 T-0" RIDGE VENT 12- -- -_ - - _ 12 3 TAB SHINGLES ROOF INSTALLED AS PER M NUF. SPECIFICATIONS — Y - -- r T.O.M. — HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) -- F.FL. N SCALE: 1 /4"= V-0" LEFT ELEVATION - B SCALE: 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof Intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLL0IAANG VALUES, SEE ROOF PLAN — (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA I LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA I UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. "If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 8625 = Amount of O'Hagin Vents Needed UI�2_ Z M — O Z (D z� Q J U) Z tnoC� ' V! Cr) 4--J w M p U — V) = o o 0 m � UU F— E - $ 0)M T m- cc ai Um - LL Y Qo1 05ao r � ) 0 'T o�Q0 co' M � `��`��oittltlNlll/ram N`�� _ N �:a.. • 00 6 %_ F 0 C> N co W uiL ciM.1 us clo �0 01 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 t'V O N n 1--I 4-J p 1,0 I>-1 U-) M O M a � M Ln a to •,_ �• � r\ U C" , M oC U OL p a E,� z M J � W 5 �z w � d Qz i� H U) z waIXX U z O O 0 z go z z L w�8 w S o J gz LLI ) Lu fu M � � I 0 U V / (V Z z � W It! _J 0 0 15 m . tV ccgWW<oJJ I I_ W K Q V Q z Q N Q 5� Z Z r-4 Lr) .- 2 a �ij C) J rl 11J Q L1J z I $zu wg W N �- Z ZLU m a- U') f SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 2n0 SHEET NO. 3.1 TnKA -- — -- F —r- 11_041— — — — — — C a 4`0'F-RtBGE-VENT -` , EXTENDED OVERHANG TO BE CENTERED - ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) REAR ELEVATION - B 14'-0" RIDGE VENT 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 577 _ - - -- --� - - - - — 7'-0" RIDGE VENT 8"x8" SMOOTH 12 TEXTURES CORBELS _ — _ _ �- _ _ _ - _ - `-- - 12 5 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF.--- — — - _ - - -- -� - - - SPECIFICATIONS - - � _ _ y _ r T.O.M.- - HDR HGT. 1'-0" V-0" 01 V-0" TEXTURED CEMENTICIOUS FINISH ON C.M.U. 2'-0" TEXTURED (TYP.) ap CEMENTICIOUS FINISH ON C.M.U. (TYP.) F. FL. +3" SMOOTH TEXTURED BAND SCALE: 1 /4"= V-0" RIGHT ELEVATION - B 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 o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verged with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA/ UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA I FT. "Formula. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq- In Needed) / 86,25 = Amount of O'Hagin Vents Needed (� Z M -0 z� z� Q J a. co z un UI 4--d Ll, � p •U — 0LU 0 U u, 0) r`Vi M c ru E asp—$ c2 Ooo = ai U (D LLL� 0)n o 0 ,C Q rn u7 't rn Q o A ' B D. N < 1 11 t l \\ ((IIyy]]`` t , ;. \\`\ O .• •?� 0 �; E o f J� C 5 0 f7 LL Ji- jy�✓✓ c o �` ;a .a . Ge ;e�o��Po • N O Q] •• / W� �aFL5; . 4\ /`„�ES alltloti:\ o o ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N O N n a--' O C) Ln M M Q -0 Lf1 0. cn -,_, d- v U_ to CL ,-. QG U CL o Q E u Zfp J W d- J 0 w� ' a 4J) Z O�Z� >Z~ 6 QO0 zOL,0 Q jE --. T• 1 L u o J W S= >_° Z O '"'� l0 � z t'O U) E L >_141 I 0 U V) 'v Q 0� o F r4 CD L U 85 u18j N 0 wo Q g��3 z N cgs J r{ W z Q di 2: a Z aUV uJaF Ln N m Z Z tu W z <G rn SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 10 SHEET NO. 3.2 ■ 1 '_'_!I— I I 1 I I I I I _. _ _I I I _L_ __ LL—I _ I I _ II'I 11 H' 1 1 I I _ I I L 1 u I I' I I 1 II I I III ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER tt15 copper to III & outlets NEMA 1 200 AMP 00 #12 copper to 20 amp ckts tt10-2 copper to WH 10 tt10.3 copper to Dryer METER MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED--._ INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 4 Bare Cu Ground CLAMP PER 250.50 AND 250,52 OF THE 2011 NEC. ----------------------------------------------- GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station cc 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 FTF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH $3 THREE-WAY SWITCH P4 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 Q EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) © TELEVISION (OPTIONAL) ©2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER owl ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT DISCONNECT H - LJCL.JI V/1 I U_u r'\Cl✓Gr— I M%..iLL FOR MICROWAVE RANGE HOOD PER SPECS RECEPT. FOR ALARM SYSTEM VERIFY METER LOCATION WITH ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" CD z M — o13 z (° Z Q J IZ L/) n W c/0 (DI70 4 J LL1 I) U O o V t— o0 m n U IJ )1r E N cN7 C7 @ M m , M O_O0 -T- N LL 00 U° Sao am (MQo B DI N ('-If-1)-C 'T I ~ 14 N co u7 M (p -) co O T ZN o 0 d '► f — o O 04 z z o z W �M�z Ch 0 O � , . LJL- U)LL N W Q w LU W VrZo Zaw 5r— OQ IIOo , ENO moo m LLZ NEE-3 .4vaN J r- 17 W T= N OU U m O0 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 Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z [V O a� °o M Q (n Ln W L n � U_ H a ,-. 1:e U Q00 z E fu W O ~ W J0 d' J W� za fa c Z Q w Ir z OU 000 p� z 2�ww2' z Lu m Q f J 00�_8 U u2rz0 z fZ O W �� r M w n3 F O � ID o 1a, U (n � .._ a O o APE 0 ` z�� z oZI a og Z Z N N o� o ta�o J t--I W oz a C o Lij Z Q z $ate z Ln N�1' tt Cal O S W LU = �Z r, •-+ a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 SHEET NO. 4.0 VENTED SOFFIT 58 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule Ridge (No Upper Ventilators 1/300 Rule Vent Amt Off Ridge Req.) (Must Provide Upper Ventilators) (Ft) Amt. ATTIC SPACE SQ. IN. of ventilation required SQ. FT. of vented soffit needed 0 Ventilation Provided Total SQ. SQ. FT. SQ. IN. of by Upper IN. of of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation vented be provided Ventilation Ventilation El (See ev ) required soffit so b upper y needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 (Zone 1) 315.0 276.0 "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT I:•:: VENTED SOFFIT I'�•' 19 SQ. FT. I' VENTED SOFFIT- :a 46 SQ. FT. I•' ..................: ........ ..........................: :.tip ................... 5:12SLOFF� . I . . . . . . . . . . . . . . . . . . ......... VENTED SOFFIT �'• 21 SQ. FT. j•: �. LL GE • :12 SLOPE Cr 14'-0' RIDGE VENT a, VENTED SOFFIT ZONE-1 ti% 24 SQ. FT. � :Ti ATTIC SPACE _____ T-0' RIDGE VENT 23 /% /% SQ. FT.::::::::::::::::::::::::::::::::::RIDGE 5:12SLOP �•': a �•�• O " . �•• In 5:12 SLOP E♦ CP VENTED SOFFIT 67 SQ. FT. ROOF PLAN SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water- resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive 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. "If not enough vented soffit is provided due to fire protection, the contractor shall use the, following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed 0V Z M — o z� z� Q CL U, z V) 0 cn 4-J w O L o o Vi U 0 m � E ' — 8 �M V)w c CU Cl) m v N O o0 w ILL. 00 0 m Y � C 0 Ln a C:)4 rn Q o A I N ( L. . Il t' �� t s r 1 1 14 Lr-• Z WK �-e I.— -A - s Qi:, Pin WQ �,;$y1 r e > N lieJrl O U �`� ��` ❑ ❑ ❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z rJ O0-4 �t� > O M Q -0 z 0 QJ U CL �•. a U CL 0 z ra WJ 110 J UocGZ} W - z as ui UZ0 zwZM F�2z 1 w � J 1 d 2 � o°0�z0 OZ zz 0 '� 0 z M ° > 0 Z V) — CL 0- 0 O ILLasc0 Rz o pis N $,0 w p QFL]wo�C Z W N In Y o � � Ce J ri lJ.l zw vl Q~ z Y z dN' ,--iZ Z L � Lu o zo Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 SHEET NO. 5.0 ! ■ I l ■ I I I ■ u.I I.. I I I I I I I II I '-F" , 5'- 6-4$" 6'-0" TYP @ 1 STORY U.N.O. S3 %ne 55'-10" 65'-0" Mid 5'-2$" 7-42" H.B. ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ---1 .................................. ............. ....... ........ .»................................, ;0 BUILDER TO 4'-0" 12'-1" I W.H. PROVIDE APPLIANCE O 0'-0" I : PROTECTION WHEN REQUIRE VERTICALS wAn D FILLED CELL PER FBC 35'4' 3-1/2" MIN 3000 PSI CONC, o SLAB FOR HERNANDO Mto ( � . K N v COUNTY ONLY I : S3 J S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-7q" 4'-Dz" _- 5'-61' VAPOR BARRIER — — CJ — •GJ - — — — -I-: - CJ — - — — — — a, 1 � I 1 O °0 — G � ...:: OPT. D I ' -3 1/2" SLOPE 2'-6"x2'-6"X1'-0" W/ (3) FTG #5 E.W.3' 5" - T 1„ ---.: I ■� I:: 7 (2) #5 REBAR 2'-6" x 2'-6" x I AHU I VERTICALS w/ in W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A S3 - - ici I K S3 CC S3 FILLED CELL I- CJ i - ---- - - - - -I- - --- - — - —-I-�I� .... ......... o bo ao - I 25'-10128" � .... ...... — — 95�zs _.. — — ------- 2'-6"x2'-6"X1'-0" FTG ■ ■ 5, 0„ o v _. INDICATES FILLED CELL W/ 3000 PSI I CONC. GROUT FROM FT. TOBEAM/ W/ (1) #5 REBAR VERT ABOVE SLAB i W/ (3) #5 E.W. PROVIDE Y2" x 9" RECESS FOR FRT. POOR --- I -41, SLOPE I L S3 b 'n TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC.I PAVER T BE 4" r��"� _ 4'-0" 4'-4" 4'-6" ' I BASED ON 0'-0" HOOKED FTG. DOWELS 5" EW BED ;' � BELOW FIN. FLR. ::::::: : ■ .... _ ........ .......... . ■ W/ 25" EXT. ABOVE SLAB "GF ADE 40 Z LOCATION i • •........................::::::::. ::::::::::: : ' ' ::::: STEEL„ -----,----- 4'-0" i' 16-10" 1 12'-10" o 4 STEPS AS REQUIRED ; I I PROVIDE 1 Y" RECESS 10-104 " PER FIELD CONDITIONS FOR SGD. REFER TO MASON'S SLOPE FOR " KITCHEN LOW WALLS ISLAND OPT. ' . ' ' ' ' " " " " " " " " " icj:CJ'i " " ' .. • ' I WIDTH CJ ------ CJ r------ I REF. :: -�ltJ I ■ IFI i / r- - -j CHASE TO ' ° I TYP@ 1 i ISLAND f STORY U.N.O. - o S3 D.W. I lit 4 A tip I 3 1/2" I /I L� / _ _— �— SINK I DISP I ; : III 00 f f I in S3 - v j 16'-0" 2,-ga„ 6' 10„ t 0.-0" I Ak k1. r q / ---------i----------- —i----------- .. I ---------I--- — --- O 4---------� ' ct /.. .............. ..................... .. .................. ..................... H.B+ 5 4„ 1,_ . 3,_28„ TYP @ 1 STORY - U.N.O. A S3 -- 5'-10" b'-U" 3'-10" 2'-1064 5®1164 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 rn CONTROL JOINT DETAIL SCALE:1 1 /2"=1'-0" FOUNDATION PLAN ••� •~v�' :;: #5 CONT REINF. SEE • FND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. " U.N.O. ;•�'; ; :�,; —Alternate: ; r';•" • " �'; •_ 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" v Z M _ o CD tO Z Q Z13 J Z Q) U� w p •U — OLij ('" =D o o U 0 w I— E —$ 0)rNi Cl) C M Cl) T-1 OoN = Qj U L l- 00 0Y,, o Q rn `oV. nv rnQ o A1 N I'll I> f Z . O Q � N2••• r' 1.1.,- zLL- z AWj N «2 \ ul. a a. ' •w L XL C. IL To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD O z 0 u � (� M UO M QV»foLn a V) L Q (1) LL U-) F. CL �--. clY U CL 00 a E Z § tD WLU J z �o zd 1— z Q.,z gQ�o W q z Zq zI:L to Z o) r-I z O 0 JJ ~ Q z° z f z v M o _> � O u- fu O O W f W o W QQ 0 QJ (.7 gU�� N �U4�3 Q � Z J N� az� tLr)-i W ZRZ a � .-� Z g z o rn •-I a = cn SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 SHEET NO. 6.0 L u _L_LLJ' 1_L.-1I u u r` --- L— � H In t I I II (2) (2) A 1-0 A S3 ) 1 U U J1 CJ1 M U LO Cl) -� U CJ3 :: IIn 0 CJ3 I CJ5 CJ5 EJ7 ER EJ7 EJ7 S3 EJ7 EJ7 (2) : EJ7 :: : .. ... .. ... ..... ... 11 EJ7 EJ7A I 1 1 1 EJ7 HI1 EJ7A A:. • • ... ... 1 I -- 7 D1 EJ7 S3 O i EJ7A a G1 I L7A .'. 11 . .:.: . ..... .:.:.: . .:.:.:.: ......... I' EPA Ca7 X (2 31 ECJ5J1 EJ7A '00 Ue EJ7A : M0 U CJ1 : r 37 D1 EJ7A TEJ7B EJ5 I EJ5 EJ7B M I CJ5B .. EJ5 CJ3A ;; CJ3 COND. A Q Q U a rn Q a ,n Q M a m a m ¢ Q; Q _U a Q ¢ v Q ca Q oo Q a cu N m <? m v U M U N U �Mi CJ 1 QTFN U (2) A (2) (2) A S3 A A UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE LISP MANUFACTURING, INC. Q 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 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. 118 10dx1-1/2 HTT4 2715 518" ANCH. 120 10dx1-1/2 J HTT5 4350 3740 5/8"ANCH./ 26 10dx1-1/2" HTT5 3225 518"ANCH. I(28)10dx1-112 K * 1 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD56 * 4505 3785_ _ 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 - 4 - 7/8" DIA. BOLTS N LUS96 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 3 112" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860__ 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" _ T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS X.. HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 110 - 10d SPT22 685 8-10d SP2 T 1065 605 12 - 10d SPT24 1030 12 - 10d P 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (++) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (••). (B INTERSECTING POINT TO BE FASTENED WITH 2 - 16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS �y R�ER 1 OR CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. 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. Z o Z Q d co z W C w Q *U — Ow (A Mo (/) ~ o mr U L IJ f— E U Cn rNi M C M Cl) O oN = Ili ' U (D :E ti CO ;Y�o 0 ao Q rn Logo'_ rn & o A 1 N (' It 1) C / e y'oliittt AM � ;•. o ., C)a M o z z 10 Y C) p NO `�( N f` ry CR LL Uj ig F L. 4 04 _5 T. = 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 O (1) r, U0 tD 00 M n a..i Q V 'Op L0 z V) i Ln Q (1) LL Ln zF— Q �M � U CL 00 Q � z § E 170 z J � W 'Cr �_ zaa w a g c, z OQLO 2w2� WZZ d% 0 Lu � J T V Z 0�8 v z0 T OZ Z Z U Z O V • g Z D -0 ru M LL Ln 3 o a� o U-) — u_ o C)o 0 1-4 LL a o J �+� O O JUJ cg U m °a Q �aZ3 w01 z N N � -j .�-i w � �0� =gZ� U N Q z z wLu~ a�Z Im J T � Z :5_ ` w J Z a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 SHEET NO. 7.0 Ll_ I I 9 11 a. 1 - I I. GENERAL INSTALLATION NOTES 1, Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 1 T-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) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load . 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY I F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY J a W 8 F 16— B/ 1 T a � o � Z tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- o HEIGHT #S EBAR IN. AT TOP ALTERNATE POWERS MIN. (1) REO'D ° CLEAR STEEL LINTEL 0 A ° M.U. #5 REBAR AT TOP ° ° ° MIN. (1) REQ'D =' <] 1-1/2" CLEAR ° a ° GROUT ° r J cn ¢ m ° 5 REBAR AT = u�—i y w ° 0 BOTTOM OF rn z w - LINTEL CAVITY U 0O u; "W—BOTTOM w O � U O z REINFORCING < ¢ O m 7-5/8"ACTUAL PROVIDED IN LINTEL —` O w G b 3p al 02 VOMINAL WIDTH (VARIES) W m ¢ a uj MATERIALS cT-f precast- lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. & 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) I> ° C.M.U. #5 REBAR AT BOTTOM J AS INDICATED n n 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 F�7 F 4'-6" LL 4'-6" LL D 5-10" LL LINTEL PLANI SCALE: %4"=1'-0" 1 (D Lo z(DO Z Q O J U) ZCZ n�n , W cn (DIM(D- +_J w •V — m OLIJ 0 V) M ~ 00 in w H E ' m UUU C m M M-0M O L 0 U Co 0 (D � _4 Q CD u) a LO 0 't Qs Q O A 1 B D® .•QFa�,.... o 0 J �` ttttffffffff s-'k"`p c 4 w w: of r P 01 31 �'�• C d, a �} 1Ns .0 w.. _ ;r ca W Q nl O E6,«I f` i� � -40 .LL �4� W' 3E C)-�P- OO S1 �f— To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code St h 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 � � LA M O M < -0 V- a. cn •L Q LJ_ C" I M QG U nC o Q C u Z to WJ C:) Z5 s W0 zaa f �'zoo zwwlY uz2 z wz � (YY 0 J 104 CCF1l 1 rV7— w cn z 1� ro 2:z O D (0 M �� 2: , z Zo Q , ^ ^ J LLI �J O LL-0 ¢ 1- ..O 0 x0 k N J VIY�a ga0¢ wok �QQ W Ix UJ Ln a 0,1 ^ i- Z Lij 2: Q V � Ln N Q Z Z �j °�wz a rn Z 4 LU V Jo T( a SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 SHEET NO. 8.0 NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 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 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 2. 5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ed. (2014) AND FLORIDA BUILDING CODE 5th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS BRACING REQUIREMENTS AND CONNECTIONS 0 S TO SUPPORTING TRUSS MEMBERS, 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. HT F REINFORCED UNIT WEIGHT 0 E ORCED CONCRETE • 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2. 1. 7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2. 1. 9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2. 2. 2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2. 3. 1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2. 3. 2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th 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-1-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 Y" GROUT FILLED MASONRY: 1 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. WIND SPEED (ULTIMATE) 140 MPH 4. 2. 3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FRC R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. BUILDING CATEGORY = II 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 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 5'-0" 4.3. CONCRETE MASONRY: OF ALL EXTERIOR BUILDING CORNERS 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. WINDOWS AND DOORS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. 4. 3. 3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF ( INTERIOR) U.N.O. CONSTRUCTION 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI GARAGE DOORS (V = 140 MPH) MINIMUM, TYPE: 5B 4. 3. 5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 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 1 7/16" STRUCTURAL 1, U.N.O. SHALL BE APA RATED STRUCTURAL SHEATHING 15SU IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE ALL PLYWOOD USED FOR INTERIOR APPLICATIONS6 FL RIN 4.4. 3. 0 S 0 SUCH AS SUB FLOORING AND H A U SHEAR WALLS SHALL BE APA 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 GREATER SECTION PROPERTIES. STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON 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 IN DESIGN,D ERECT WOOD T IN H T I T A 4.4. 7. FABRICATE AN EEC 00 TRUSSES ACCORDANCE WITH HE SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS GALVANIZED ASTM A307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM T0: Fy ITH G90 NAIL DISTANCEFROM EDGE SHALL BE %" THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. -87. 8 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 LFASTENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO 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 = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4. 7. 2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4. 7. 5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4. 7. 6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4. 7. 7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4. 8. 1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 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 permanents igpn 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" ay w from the building side walls. a o e b g 3. Irrigation/sprinkler systems including 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 and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FRC R318.1.5 - C n rete overpour nd mortar along the foundation perimeter must be removed �e ore extenor soli treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1,6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and Irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: "The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. zg® z� Q J 0 nn� ' Q) uo w (['J C) OUJI C � o o0 U m� �M w E ON8 N � co NO O O_d) U �L 0 Y <L rn o W o�iQ 0 1 N -C B I) C N_ W) M Z NZ . J J 01 4` •a-7 � �'. /• LL � fCL -�r w LL•.: a 04 J . ?/?C_1crS$1 To the best of the Engineer's K ���,ti)7�1 lion, 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. >t O OcV Z 0 � � O 0 -4 jr) M 0 M Q V -gyp � d U i a,U_ I-- C)- C(_ Z V a00 Z E Z W �� za z f zaa W z z w o }o M u 1� O H a M nIj 1 0 > z W U � _f a. F-- _ o o aYr--I N A gaoa w ZO J � Q4 a � $ Z N N�--t C, J Ln `t' 2: Z OW9 ZU Ln d' Z tu •-i a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 SHEET NO. SN ! L1. [III it I R.1 10'-0" TANK -LESS W/H 01 06, CORNER OF HOME H C G GARAGE SIDE O O O 5'-0" - � o STUB -OUT FOR 9 ' GAS METER O o "� � U O ~O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** IV I RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE �, 00 PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (1.1103 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 I I i 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: *FOR 8d RING SHANK NAILS 0.113x 2x 3/8"RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE �, 00 PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (1.1103 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 I I i 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: *FOR 8d RING SHANK NAILS 0.113x 2x 3/8"RING SHANK COIL GUN NAILS MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. 6'-0" + 6'-0" 1 I + + + + + + t o I + + I + + + + + r I + I i + + + + + + I + + is + + + i + + + + + + Backer and Filler Block Dimensions BCIOJoist Backer Block Filler Block Thickness Series Thickness 3/4" or 7/8" Two 3/4" wood panels or 2 x Y 5000s 1.8/1.7 wood panels 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _lumber Double 2 x _lumber FILL CELLS �— STD. 900 HOOK r— BOND BEAM L—][7— Er IT FILL CELLS �— STD. 900 HOOK r— BOND BEAM L—][7— Er IT j STD. 90° CONT. #5 - - - CONT. #5 HOOK BAR- _BAR [-�r #5 CONT. FROM C TOHIGHEST ---�� BOND BEAM BEAM STEP BOND SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'DPLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI '—MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN + OTHERWISE SOLID BLOCKING TO MATCH � - Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS DOUBLE JOIST CONSTRUCTION SECTION @INT. BRG. WALL (Not required if both loaded equally from above) N.T.S. Filler blocking i 1/8"min . )Small gap 2" min. max. 1/8 gap i max. 4" Web _Stiffener Fastener Schedule Joist- Bearing Location � r V Series Depth End 'Intermediate 9-1/2" 2-8d 2-8d - -- BCI 5000s 11-7/8" 2-8d 3-8d 14" -- 2-8d 5-$d Clinch nails 9-1/2" 2-8d i 2 d8d8 when BCI 6000s®I11-7/8" 2-8d 3-8d possible � — '+, i BCI 6500s®�14" 2-8d 5-8d _ 1) Support back of web during nailing to prevent damage to \ 16 2-8d 6-8d 11-7/8" 2-8d 3-8d web -flange connection. _ O - -- I I BCI 60s 14" 2-8d 5-8d � 2) Block solid between joists for full length of span. Tight fit 16" 2-8d 6-8d 3) Leave 1/8"gap between top of filler blocking and bottom of top flange. i 111-7/8" 3-16d 3-16d 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/PI ood/OSB web stiffener J 4" max. � BCI 90so I, 14 1 5-16d -5-16d 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or 16" 6-16d ti-16d - --- - Hangers with side Walling. OF THE JOIST ASA REQUIRED LEAVING Ya" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - --- - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR A�l higher than 15001b. BLOCKING PANEL, INTERIOR Boise Joist Blocking Vertical load transfer =1900 pit max. along bearing wall BEARING use 3" (10d) nails at 6" o.c. Required on interior walls : for vertical load transfer Plumbing Vertical load transfer =1900 plf max along load bearing wall. I Load bearing walls when load bearing -for lateral support when joists meet over wall, or wall stacks directly over wall or Load bearing wall must stack I � beam below over squash=20 blocks and 1--- Load bearing wall must stack over Non -stacking walls * wall or beam below.* re l blocking and wall or beam below. quire additional (I Joist consideration. Check\� � When joists meet over wall, provide local building I -Joist can be offset code for appropriate �1 3/4"minimum bearing for each. details in -One 10d box areas=20 of high or=20 sinker lateral load. nail each side at bearing. i1 1 Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES --1 DO NOT cut, notch or drill flanges 12" BELOW . Provide adequate bearing for each lapped joist. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls Odnails SECTION @INT. BRG. WALL require additional consideration.— N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) tsc �u I Nrvrvvntrtt nv CANTILEVER THE WEB. PROVIDE AT LEAST 3" OF CLEARANCE FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Yz" 1,11011*4 DO NOT CUT HOLES LARGER THAN 1%" ROUND IN CANTILEVERS. 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. 1Yi' ROUND KNOCKOUTS IN THE WEB MAYBE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1y" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. loci HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET U� M 5/8"I THE BOL R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION TYPICAL HTA 20-18 /HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL VIIN. EMBEDMENT SCHEDULE FOR =AND QUANTITY )F FASTENERS Backer block (12" wide min.) —I I I —III —I 11— — { Nail with 10-10d nails. �_ _� Install tight to top flange. � SLEEVE THRU STEM � •' _ SEE PLAN FOR °• • :. ° Joist hanger FOUNDATION INFO a' ° d' STEM FOUNDATION GRADE REINF. SEE PLAN Filler block. ` I Nail with 10-10d nails. d Backer block required where top d mount hanger load exceeds 250 lbs. Install tight to top flange. d ` n 1/4"-2" gap I L r, I � I � (2) #5 REBAR Backer Block A/C CHASE 4" PVC "Top Mount" "Face Mount" SLEEVE THRU FOOTING Backer block shall be tight Backer block shall be tight MONO FOUNDATION to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1l4"-2" gap at bottom of top flange. flange. Web stiff ner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height TYP. FND. PENETRATIONS requirements SCALE: N.T.S. I' 0.6 X Joist p T � depth I -JOISTS BUCKETS N.T.S. SLEEVE HTA 20-18 /HTA 20 INSTALLATION @MID SPAN LOCATION OF SECOND RT16 0 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT = 1030# �I� TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE PIPE VERTICAL THRU FND. GRADE (DV 5 -00 LO 04 C1 4) Nil o 4.1 > LL Z Z 3IXL i vfu . PVC OR SCH40 TOP (2) #5's x 4'-0" CENETERED @PIPE PENETRATION PLUMBING LINE d SEE FND. PLN. SIZE &REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @PIPE PENETRATION PLUMBING LINE d v d da � d = I —I a SEE FND. PLN. SIZE &REINF. Z M 0 — O Z cO Z Q I� Z t!) 0 cn w 0 0 w ~ o 0 U (LC: )M w C !t1 M a Oil OlD9M UO8No o f0 Qrn u a� �Qo 1 ff'`" "Q Q �Y S'f" r N p_ �.n�- .�'ihv, rr �/� o .iL ,�u3• -,�� � � • u"V�� To the best of the nowledqq@ dtion, and belief, the structural plans'ah�atiE111bco1ntained 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 ~ -,MOO M Q U-) 'D In a 00 � WJ � Z J W� za gQ UZOU z z w Z Z }o fw O +n 3 o� J V U � �V fV � ��g� Wok Z N go,�o w � 4��� cWc g w a 0 ri d (/) f SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 2.0 SHEET N0. SN 1 III I I I I I 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 1(O HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 2-16d TOE NAILS @ EACH END (U.N.O (U.N.O.) (OR / GYP. TYPE X @ GARAGE W/A HABITABLE 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 TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 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. s 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. _ T J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS -_ - ----- _- -. - -_ - SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > 8'-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @GARAGE SIDE IF z APPLICABLE. - I -_ 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN (1) LAYER TYPE II (#30) 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & _� @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" `=' 6 x 6 W1.4 x W1.4 •- - -- - - - -- - - - SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) SP SPT22 CONNECTOR " x „ "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16"PLATE WASHER (TYP.) 1/2"x12" CHAIRS (TYP.) `'' ALT: 1/2"x12" TITEN HD 24" ( @ 2x P.T. BOTTOM PLATE (ALT: TITEN HD @ 24" 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF WWF OR FIBERMESH - ELEV. 0'-0" 0 5/8"x ' 10 WEDGE ANCHOR WEDGE ANCHOR PITCH >4:12 - -- " ----O.C.0R A.F.F. @ C') 11 2 x 6 W1.4 x W1.4 @ 24" OR C j"x10 2 6 x 6 W1.4 x W1.4 , ° ° (2) LAYERS TYPE I OR TYPE II n a WWF OR FIBERMESH WWF OR FIBERMESH FOR UNDERLAYMENT (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. = I =I I I -III= 9 - —I m ° All i ��� D I IjT I —1L!—I I I_I 1 I LTI °JI ° n n ° " ° n n z ELEV-0'-31/2" Z A.F.F. p 3 1!2°MIN. 31/2" MIN. REQUIREMENTS SEE R905. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. _ Ii I I I —I =I I I I �I - I I = - I -III=II IN III— 2x4 CONT. n � ^ _ N o �f1fT� - ° C31/2-( - I9 ° ° i _I I 13 1/2 (min.)- - • - 4" -� II II III o ° ° _-_- 31/2' (min.)- 4„ — - _- ° •. = I— I- �31/2 12 HURRICANE ANCHOR @ EACH - I I -I I I -I I -I I I I II �'' I I— n min. - 4" L — - "(min.) - 4' - — I I I I -f (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ I g" - � _- GARAGE DEPTH VARIES -- - - r - III I T` - I I I= METAL PL. UNDER EA. TRUSS n � - - �--- ICI —II I III- -- - - - Trr�tr{Tn�rrr In ;I8 MOISTURE BARRIER 2 #5 CONT.'= 4" 1'-4" 8" (2) #5 CONT. 4 TYPICAL INTERIOR BEARING() U.N.O. MIN. INSUL ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT rGG GARAGE SLAB AT STEP(*'-B� U.N.O. TYPICAL BEARING WALL STEP SHEARWALLrc`,*�TYPICAL BEARING WALL @ STEP("CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 "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 Z�NV°J STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING GYP. TYPE "X" @GARAGE W/A HABITABLE ROOM 12" 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" 0/C ABOVE) W/DRYWALL .N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. EE SOFFIT SHEET 2x STUD LOAD BEARING OR SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. MAN°�s (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS EXTERIOR WALL 8 C.M.U. (2) ROWS OF 2x BLOCKING THIRD POINTS @ 2x STUDS @ 16" O/C / FOR WALL HGT. < 8'-6". (2) NOTE: 7 INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN ROWS 2x FOR WALLBLOCKING SEE SECTION C/S3 FOR HGT.KI 8 6@ 3rd PTS 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 0; 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" 0/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL SIDE IF APPLICABLE. USP SPT22 CONNECTOR NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8- EXPANSION BOLT 24 " O.C. @ STD. 90•HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD _ _ 2x P.T. PLATE W! 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) (6) 1/4"x3 1/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ ZX P.T. PLATE SPACE ANCHOR 3500#, MIN. TENSION 2600#) `USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 20" MIN. LAP [24"MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w ;' _ END OF 2" x PLATE WWF OR FIBERMESH •- d , ARCHITECTURAL ASSUMED FINISHED E PER MANUF. #3 OR #4 REINFORCING BAR ILIU , ° 1x2 PT WD FURRING @ 24' O.C. FINISH (1) #5 VERT. IN FILL t t GRADE MONO OR STEMWALL t� � s r, n . P ;, ° D � - t• ° z FINISH GRADE #3 & #4 LAP SPLICE 25"MIN_ LAP [30" MIN. LAP] GRADE 40 MIN. Fy= 40kSi � GRADE 60 MIN. F - 60ksi] [ y a ------ _ ° p. I I III— °°j�j �� 4 �I 11=I I( -III ��- --I 1/2" GYPSUM WALLBOARD � � u I ' �I —I I — ° , I I I=�11� U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN p h �� FOR CLARITY �' _ - °° , �, c> r. � III=l I— I III -III I _ I _ I I 6 MIL VAPOR BARRIER = a0 -III=I T -- - _ N z T r` #5 REINFORCING BAR LLJ R 1 7/8" ° _ -r I W I I I - I =r -� I 1x4 P.T. BASE NAILER-I_I �' - -_ -J1 - #5 LAP SPLICE — (2) #5 CONT. T` r 4"x4"INSPECTION � ° _ -_ NOTE; c I I_I_I- III -III III —III —I • ; - 36" MIN. ��� ON 3" CHAIRS 3 1/4" BASEBOARD PORT AT EACH g III --III=III c.t *FOR BEARING WALL - =1 r- III- I III I_Li o COMP. SOIL. (COMPACTED TO - - _ LAP [36" MIN. LAP] \ (TYP.) 8" 1'-4" 8" MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL - __I _ _ W/ UPLIFT ONLY -- -_- 1 - o - _ 95 /o MODIFIED PROCTOR ASTM (=I I - I 1-I1III -I I rr 10" MIN PSI MAY VARY PER c= GE CONTRACTOR cn - - _ =11 - _ II I :III- III III -III __= ( III _ =III- I I- III III -III III I_I_-III III III III D1557) fI 4" V-4" I rrr #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TAT O CUT CKPOUR -III -I. Ili —III —III III II111111 l)I I,;,III III #6LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X6 aw NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT rG W1.4XW1.4 WWF OR "FIBERMESH" DECO FINISH 4" to 6" 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 SLAB INFORMATION. SLAB INFORMATION. Ev N ' ° e I' Z 6 x 6 W1.4 x W1.4 SEE PLAN RIES 1 1/2" RECESS FOR VA 6 x 6 W1.4 x W1.4 _ 3 1/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ 3 ( ) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 6 MIL VAPOR �_ P _ _ _ z �- min.) 4"---,10d NAILS TO TRUSS TOP CHORD FOR TRUSS 'r 4 BARRIER u : D - N ° GRADE SEE PLAN AT 24" O.C. MAX. FOR CONNECTION INFO 4 • COMP. SOIL. ° - a 00 - � _ _ _ - __ _-_- - - TOP OF BEAM &LAYOUT DESIGN a - - (COMPACTED TO 95% - 1TJ-1TJ MODIFIED PROCTOR I I I T=T=1 - I I [ - _ _ - -(1) #51REBAR w//OPT. - - - - SEE ROOF PLAN STRUCTURAL -d o °. o L —II ASTM D1557) I ICrR IVIV_�NCLOSURE =LLFFOR =TI - I '�� �- d LhTr TrL I I BEAM SIZE & N ' a �T 3" MIN. CLR. (2) #5 REBAR CONT. 4'' ` " T�- 2xaTz ' CONNECTION INFO e41 c > _ 8 ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK SEE ( DETAIL) MIN. 7n6• I O.S B. - I' U.N.O. I 2x4 #2 SYP P.T. FRAMING w! _ - I III'' I MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 �*-4 g" TYPICAL WALL SECTION A TYPICAL THICKENED SLAB EDGE L _ z ATTACHED PER NAILING FOR REINF. INFO. SCALE: 3/4" = 1'-0" S3 SCALE: 3/4"=1'-0" S3 COLUMN LOCATION w p SCHEDULE OPTION #1 1/2" GYP. BD. j SEE TYP. WALL SECTION FOR ADDITIONAL P.T. 2x > -j SLAB INFORMATION. 2„ HOLD GYP. BD. 1/2" FROM SLAB w W SLAB STEP & RECESS S.G.D. rM 0'-0 „ CONT. BEAD SEALANT SEE FLOOR PLAN FOR OPT: DEPRESS SLAB 5 %" DEEP SCALE: 3/4"=1'-0" S3 AND BEYOND DOOR TO `-Q _ STRUCTURAL COLUMN SIZE RECEIVE PAVERS /DRIVEWAY BLOCK WALL BEYOND I BLOCK WALL BEYOND INTERIOR - 2X STUDS @ 24" O.C. U.N.O. & BASE CONNECTION INFO. CONCRETE SLAB EXPANSION JOINT � , 31/2" SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND 14" O.H.D. RECESS 13" •� O.H,D. RECESS a �- - GARAGE w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING PAVERS q Z v r CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL EXTEND FILL CELLS M EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN E TO FOUNDATION PAD d �. ; . �- ; ; •; STAGGERED, FROM BOTTOM - - INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. `Qt ' L_ -t •. •. �r �'' ' ' _ -I I 1=II ', • lI I' • :(MIN. -I I r I PLATE TO CONCRETE SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN r. tom, _ z � _ Rq oo ," �� I I oo 4 �- TENSION 120#) CONCRETE SLAB E _ _ M W/ MIN. (2) #5 VERTICALS III 1-1 ., —I I _ •• _ 6 x 6 W1.4 x W1.4 T WWF OR FIBERMESH M FILLED SOLID z = _ �- w -IIIa • - ! =1 _ _ =III-1 =III U III=1 y _ —_ — y — II I I .. oo n. w o _-1I 11= I BRICK PAVERS or SLAB PER p o _ - ! • '!� - - z a SEE A/S3 OR J/S6 �I I I I„II,,, , �= SEE A/S3 OR J/S6 I I llTR l l 0-0" FIN. FLR.� COMMUNITY SPECS " v'-I _ - - - I' - -I 1 111—__III-III=1 - = 1 M-u=l C - I I- 1= 11=1 -=I w III III- III- = III =III -' FOOTING -1 FOR REINF. INFO. 3" MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE BARRIER ERPOR -(I I -I I I-�-1 111- -=III _ . -III III- =). - 1 111=' BEYOND 1' " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1'-4" (1 ST RY) _ --1 _; Ti III -, .l I "' "' '-' ,, •.. '.III III-IIr ,J_I PAD REINFORCEMENT 3" MIN. CLEARANCE 1' 8" (2 STOR) V-8" (2 ST RY) „ „ 4 4 ,, :; •� y. • SEEFO TIION (SEE SCHEDULE) FOOTING WIDTH -- * AD SEE SCHEDULE GARAGE DOOR SLAB RECESS J•1 GARAGE DOOR SLAB RECESS rT�INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 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"=1'-0" SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. V zM _ o z° z� Q J U 4-1 w 'U — 0 w Of ~ 0 o 0 U U m(N N w >s . I- E — U cmrMi o N Vco U ' 0 17� Y o Q m ao "� a v rn Q o B Do Ail z z ,W �N ►., � ra•o;, .` � � M =s�,�, tL ti J z <ca',Ai '� � ° Z < r ¢ a = N �� _�_ V. ', r/ 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 O Z N OQ)I�, C U-)O d -Mv In a u •L � d U C' , M U a z 00 Q O E � � Z T J � J Z U zaa J f a Q so g�ZLU � � o � w c) § 04 �o� -� z -0 M 06 z 3 o 0 p U _ (J) (� Qin f oCL J ` y. 0 • N 1.�. gaol a��Q Q � N z W CV W �o�C w d jI�,8 Lu $ ~ Ln cv d' d z z LU r, ,-'4 a (n f SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 SHEET NO. S3 (MONO) I I I In 1 1 I 1 I III 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 ri-"� WALL HEADER DETAIL SCALE: N.T.S. S4. SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) BLOCK W1U (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 1 (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @MID POINT EVERY OTHER +. STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90" 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 GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) OOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER 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 DRYWALL NAILS MIN. EXTENSION FROM 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 rA 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 / 811 STD.90°HOOK 811 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION 1` NOTES: lO FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. (3) SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 411 FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE J \ \\�\�\\\ r w p 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.) GARAGE ENTRY FORM DETAIL /--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. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL rp—N� SCALE: N.T.S. S4 SCALE: N.T.S. -TRACK MOUNTING BRACKET \ 'GARAGE DOOR TRACK 41 POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B 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 5/81, 8" 7 5/81, 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEELAND GROUT . ❑ INTERIOR WALL ❑ ❑ ❑ CL - a DOOR OPENING -- DOOR OPENING EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING VERTICAL JAM 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO LOCKING W/ 2-16d TOE NAILS rBTRUSS NOT TRANSFER LOAD. EACH END WALL n DOOR STOP w U n MOLDING z 9 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE DOOR TRACK---/' REINF. INFO. A71-- W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) — 10dx1Y"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x—� CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) USP LSTA30 9'-16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR It-_ GREATER HEADER �--(2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE �2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/S ** HOLD DOWN CONNECTIONS Op�00,Q NOT REQUIRED @ BEARING F/ViN� WALLS NOTED WITHOUT UPLIFT P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 USP SPT4 SPT24 2X STUDS @ 24" O.C. P.T. ATE SEE TYPICAL WALL SECTION 12 (TYP.) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /—CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" 0/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - -' it USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90° HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12) 16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 > . / NAILS TOTAL) EA. SIDE OF 48, SPLICE STAGGERED 11! /NJ -10d @ 8" O/C /ST gti0� A ATTACH ALL EXTERIOR STUDS W/ (4) 16d TOENAILS TO 70P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS USP SPT4 USP SPT24 Q USP SPT4 2X TOP PLATE OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL USP NAILED INTO TRANSOM FRAMING [USP SPT22 SPT4 USP SPT4 -10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING i i C 2X8 P.T. BOTTOM P TE D 5/8"x10" "J" BOLT @ 24" O.C. MAX. B C (MIN. (2) PER BOTTOM PLATE) uor or l4 SPT24 USP S U S TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 SP SPT4 " 2X8 P.T. BOTTOM PLATE 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) C -(2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL PT4 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. LPLYWOOD E PLYWOOD FASTENED TO TRUSSES o SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 0/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PT4 PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 Z M o _ Z CO Z Q C1 (n (.D Qw w O w '- o0 m l` C)4)M w ♦— E WY -$�S f M mMco 00 rJ o 1 fl- e, a) Q tM u) a 0 Lo O v a<6 A1 B D. N ('_i1 r) t_ 00 g: r ;s C'o o Z -Q io '-1 Q 41. F- a N 0 �•`` UM�• m S1 ; To the best of the Engineer's knowledge, Ifformation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD oN Z 0 a n l>i M O co Q�-00� z 0 N a Ln N U- >- F— , ci < V fo C- 0000 Q � z E WLU J 0 d- �Z zaa u, gaw w $0W 2' O �CpJf 0 33t �i 0 U� go Z :D -0 ro M � � 1 o a O U0 a `= o� 0Agss © LJJ� w .Arm C) o a Q N O 85� Z Z LU N Ln LLJ �a a a J LLI Q Q Z~Z Z o a a Ln N Z z m o LU T 0- SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 O SHEET NO. S4 ■ I I I I I _ I I 1 _l!l f I -- -1 11 1 1 1 l_ e __ _ -L I 1 - 11 I ! I I — — — — —I SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CROLB 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. TOENAIL W/ (2) 16d NAILS 2"x4" OUTLOOKER @24"0C SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR \7 USP RT16 OR EQUAL @ SHEATHING DETAIL EA. OUTLOOKER 2"x4" OUTLOOKER @ 24" O.C. .. 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OUTLOOKER EDGES OF HEIGHT ' "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO AT LEAST 90% OF WEB @ 8'-0" 0/C. EXTEND LEAST 90% OF @ 2x4 CROSS BRACE 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 FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING THROUGH CHORD INTO 2"4" P.T. PLATE CORD ATTACHED W/ (2)16-d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD 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 @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL "J" NOTCH "L" BRACE HERE MOISTURE BARRIER 5/8" x 10" 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" PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 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 SECTION TAPCONS, SECTION STRAP MISSED VERTICAL 1 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULEFOR 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 D AT ED RIDGE FASTEN SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT 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 LL) SCALE: N.T.S. S'J REFER TO DETAIL J BACKNAIL W/ (2) 2x4 OUTLOOKER ON SHEET S5 FOR SEE STRUCTURAL 16d NAILS @ 24 0/C X-BRACING, AND TOP r co "' ' NOTES AND NAILING TOP CORD CHORD BLOCKING to FOR B K ING FOR SP HGAM10 W/ (4) INFORMATION 00 � SHEATDULE HING DETAIL USP RT16 OR FIRST FOUR ROWS 4"x1-3/4" WEDGE EQUAL @ EA. OF TRUSSES @ OLTS & (4) SDS 1/4" 1 1 1/ " 2"x4"CROSS BRACE OUTLOOKER 24" MAX. EDGES OF 1 1/2" SCREWS WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 12" 1 1 2" „ EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS -- -- TRUSS SPANS ATTACHED W/ 2 -16d /� `�L�11�' 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" 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" (4) FOR THE FIRST (4) ROWS OF (2) 16d NAILS W/ 1OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. KIN 2x4 BLOCKING @ 24" 2x4O/C L OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2 (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2') OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS TOENAILS @ EA. END NOTES: BOTTOM ATTACHED << SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL AS SHOWN 3-PLY) 2x4 "T" ON TOP OF PANEL L OF THE LAST LAMINATION (SPACE FOR BLOCKING, FASTEN WITH 2X4 BLOCKING W/ .. 1063" @ 4" 0/C (2) 12d TOENAILS . 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C. SAME NUMBER OF ROWS SAME SPACING � � ) TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g �- SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT 11I�►I@iIIL���J :ROSS BRACING PRE-ENGINEERED 3EE PLAN FOR WOOD TRUSSES OCATIONS) 10dx3" O/C @ TOENAIL 6" O/C RUNNERS W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT I CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. S5 1 GABLE TRUSS g5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. J- ------- 11L.._ ------- __11 7, 1 =1_71F�AE L o..BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 8d @ 6"0/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"xl-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 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 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) a BRACING W/(3)10d x 3" @ _ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ]IN 20'-0" MAX "X" BRACE SEE DET. J/S5 , 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL-6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACES AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. wU' --- ----w — — — — wU' 0 o :;T O 0 W 4 m o o � o g o o X ¢ � v I w Ci w ARCHITECTURAL FINISH NOTE: / EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.0.) "L" BRACE 24" 0'0" - T-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. y� 0 a Y CORNERJACK w z Ir 0 U HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L� AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL 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 (D to zM —0 Q U) Z Q) cn 4--i w 0 w H 0 o 0 U a)M w 8 0) co N Cl) m -0 co OLL000 = -, U a 0 Y Q rn LO O � 6< 6 A1 N `cam" ll t f go '`J z w a laz a to rn .r i^ Q t2 cc -�� or �' L . �1P"'t'" 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 0r� (n M O Q 0 Ln z 2 2: (n b a iJ LL Ln C)- ` M °C v a Q �00 Z W O W J� d' J Z ce0 zaa Ea W< owof W Z w J was U)zz 0 z 'a Q rru Q o 0 Q U I, ^1 V/ r V Z_ �J is o LI. 0 f O U W�U�uaE8a N g�oa wo Z ga W N o C6� J Ln ,--I lil Q � Z QQg Z o w� Z U')Q cV T.� Z Z t D �z o o i`� g w a f SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 SHEET NO. S5 DOOR JAMB (REFER 1X4 1!2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL MAX UNACCEPTABLE INSTALLTION TO SHT. SDW2-K1 P.T. FOR CONN. DETAILS - TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS FOR CONN. DETAILS /i / 1 X 4 1 X 4 PROPER INSTALLATION 8" DO NOT DO THIS #5 REBAR ' (TYP,) 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO i% 1 X 4 ` ' 2X BOTTOM PLATE W/ 8d 4" 3-1/4" LONG X 3/16" ! FURRING 3/16"� X 3" LONG / FURRING7/%. 3l16"0 X 3-1/2 LONG FURRING #5 REBAR AND NAILED W/ 8d COMMON @ ,_^ @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP,) 6" O.C. EDGES AND 12" O.C. FIELD BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH DETAIL MASONRY THROUGH 1-1 /2�� 3 �� DETAIL �5i D. 90° HOOK (TYP.) STD. 90^ ` i'� - 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 11 @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" 1X4 P.T. METAL SEAT PLATE O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL NOTE: DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR ' LAP SHEATHING TO TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS ��� ' ` BOTTOM OF BAND JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS j, �/ j; '/ : 10d @ 12" O.C. 1 X 4 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS FURRIN ' +2 NOTC @FIRST COURSE � USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8Ln I ` EDGE 2x DETAIL 2 1/4"DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES - BOIS S INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLEDCELL PER SCALE: N.T.S. FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. = 1890 # FOR 2 STRAPS FILL 1st4COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID WIGROUT „ 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. _ ARCH BLKG. & BUCK 1/4" x 3 1/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6)" x 2" BLOCK HEADER TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 14" NAILS AND 8d NAILS AT 8" O.C. AT BUCK (4) J" X 1 J" WEDGE BOLTS [ (1) STRAP = 1225 # 2 x 8 45^ DIAGONAL 4) 10d NAILS INTO ( LEAVE A CUT OUT IN O.S.B. ON THE , (2) STRAPS 24511 BRACES () 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 112" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS, SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN s CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. x 4 SOLID BLKG. FULL WIDTH OF WALL BTWN. OSBINSTALL WDW. SCREW ANCHOR\_2 PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH F ACES W (4) 10d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-1 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 4Y2' WOOD NOTE: FOR OVERHANGS LESS THAN 3l4" - NO REPAIR REO'D. 4 MAX, RAID.WALL SCREWS @ 16" O.C. MAX. OR IF MASONRY x 0 (2) 10d NAILS @ 8" O.C. �FRygN ARCH DETAIL J USE (3) 1/4" X 3 1/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + �FNOTy PLYWOOD SHEATHING 11-011 5'-011 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 K.) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT ° ° ° 2'-1 8" TRUSS + SOFFIT + o: > 'D. #5 BAR BLOCK HEADER SOLID BLKG, AT TOP BTWN. ARCH (5) -12d NAILS +[�:: 10" ° ► ° . . ° RED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ► • . 9 o ° IN TOP a EACH TRUSS > � .' ' KNOCKOUT / Zv CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d ''®' NAILS AT EA. END PROVIDE 2x CONNECTOR MONO FOOTING , PROVIDE 2 x 8 DIAG. BRACE B PROVIDE 2 MI RO () N CONT. W/ (3) •o ° SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF BRACE EXCEEDS 24" TAPCON AT EA. SIDE BUCK - (1) WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF JACK TRUSS PROVIDED BYJ TRUSS COMPANY OR 2x4 SCHED. n CLEAN FILL ► °. 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT Z TO BE INSTALLED 00, BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL °. ° STANDARD 4 SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ' 9(' HOOK TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4Yz' WOOD FOR OVER HANG FILLED CELL • -. - • - �, , • - , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0, BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL WALL USE (2)1/4" X 31/2" TAPCONS AT 16" •; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 - O.C.sk .-.• �.-.• •.-.• • �.-. �.-.• ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION MREINF. STEMWALL FOOTING SIZE AND B-gMONO TO STEMWALL FOOTING PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" = 1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS 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 TSILL. C) SET A FULLL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR ---- EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER 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 PER ANCHOR 9 a. PANEL ) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. � z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. THE SAME SPACING ( REINFORCING COVER g'_0" 5" EMBEDMENT & 3" MIN. o 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F EDGE DISTANCE g FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° U_ THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL �� E-`--rT p v A REINFORCING AS FOLLOWS: * SEALANT 7 N U_ IL 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. p�. 16 -rr * PRESS PANEL REINFORCING INTO PLACE. #5X6' EMBEDDED INTO 6" MIN. LAP SPLICE W/ o , — — 3 EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ��/ REINFORCING PANEL _ _ c¢i� LO FILLED CELL SMOOTH. DO NO FURROW. F) PLACE FULL MORTAR B FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT D ° _ N DRILL 3/4"X6"MIN. HOLE SET BAR IN EPDXY FD FURROW. MAINTAIN UII ORM JOINT WIDTH. 6" MIN. LAP GRADE o. p . c o ..-.' O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE REMAIN FREE OF MORTAR. NOTE: M z ( \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T 0 o TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN.OF COVER EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. Z o z° z Q J W cn � w c:, •U w 0 F �V) E o 0 U w E —8 (u M C ) M Cl N 'O M 000 � LL00 _6 Ly Y Q 0, dp u7 O a < A 1 " nn y ;r►t ff (o o Z J. �1 �p r/Y� �N , W" ' LL \ C, ~ '� o00 ik LLQM i .. Ji -S10N �\W. « /fillIIII � E"-1 ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z O 7 j O _� M a '(0 Lr) N Ln - U_ zF- C' , M U a00 z § E Z H LU J� d' �z zg UZOp E u, z� Z �yy Z KC•EJ OC O U z� 0 Oz r-I, M LA O z a U U rW V ! J W oW 0V ¢ t 0 LJV oUo Qz J z N J fVLn a�o� .—{ W � Z 8 �gz � Z Z Rz CC) o g LU L SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 2 . O SHEET NO. SS CROSS BRACING DETAIL (TYP.)- SCALE: 1/2" = 1'-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSIITP1-2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS—? COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 BLOCKING 2X4 DIAGONAL AT 8'-0" O.C. BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. -1 A CB DB- "' a-- 1 vw `w - - —. 1 1 1 wvv .. r_v 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 PRE-ENG. TRUSS f CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. :32 SEE ROOF PLAN SHE 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD IV49 N TRUSS SSES (2) 12D NAILS AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL USP LSTA18 VERTICAL SCAB CENTERED @ 2 x 6 #2 SPF 48" Q.C. SPLIT TO TIE W/ (4) 10d TOP & BEAMS TOGETHER 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) SCALE: 1 /2"=V-0" HIP G.T USP 1-11J4101F BUCKET SEE ROOF PLAN Fi MORE IN (2) 2x8 #2 SYP 1N 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)-,Od NAILS Ea TO COL. TIE BEAM BEAM a@ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" SEE PLAN FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN FOR COLUMN SIZE & ADDITIONAL INFO. INDICATED --7/16" OSB FLITCH PLATE .� SEE FLOOR PLAN FOR SCHEDULE/PLAN ON BM. REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SCHEDU E/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. BM. SPLICE OVERCENTER OF POST I SEE PLAN FOR /-6, -JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE —SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE - 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS —jp AS REQUIRED KNEEWALL ENTRY FRONT WALL s SCALE: 112" = 1'-0" 2x4 #2 SYP NAILER. NAIL TO STUDS w/3-16d @ \�� EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SHEATHING ATTACHED i PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL 2x8 #2 SPF RIDGE BEAM i AT 8'-0" — WOOD MAX TRUSS �C jC 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR INDICATEDLFUSP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 ADDITIONAL INFO. TRUSS TO LEDGER ZSEESEE FOUNDATION ( FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) T & B CHORD STEEL OR WOOD 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE BEARING SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN INTO END OF EACH FLOOR FOR LOCATION AND TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE SEE 2/D2 FOR BLOCKING EACH SIDEA-A ALTERNATE BLOCKING CORNER 4) NAILS EAOCH S DE)STALL INFO) R� DETAIL @INTERIOR B EAR I N G 3 �5 PLAN FOR MORE INFO —(MASONRY TYPICAL) WALL SCALE: 1/2" _ ,'-o" WOOD TRUSS COMMON B M . ATTACHMENT r18 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-0" SECTION AT LOW ROOF 9 SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2" = 1'-0" SCALE: 1 /2"=V-0" VARIES > ,_, , , ,��1L, , , , 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR W/ USP SPT22 @ ATTACHED PER ADDITIONAL SEE PLAN FOR h BASE & SPT24 @ TOP NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS 2x4 #2 SPF BRACING @ 4" O.C. INFO. 2x BLOCKING BETWEEN EXTERIOR SHEATHING INFO. 16" O.C. W/ (4) 12d STUDS TO TRUSS W/ 2) � COMMON TRUSSES. ATTACHED PER TOENAILS TO TOP _�/ SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAILS EACH END PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @BASE SEE 1 ( BETWEEN TRUSSES (2) --STRUCTURAL SHEATHING NAILS TO TRUSS 12d NAILS TO EACH ATTACHED PER NAILING SPF TOP INFORMATION. J/S6 FOR MORE BOTTOM CHORD �' GABLE LOW ROOFNVALL " VERTIVAL STUD PLATE INFO. TRUSS ) SCHEDULE SHEATHING ATTACHED \� - VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ -2x4 BASE PLATE W/ i NAILS @ 16" O.C. ALONG W/ FOR WALL LOCATION 1/2' PLYWOOD USP MTW12 TO BLOCKING ROOF SLOPE USP LSTA30 OR \ MTW12 TO FLOOR (2) 16d NAILS TO > > a BELOW @ 16" O.C. GIRDER BELOW @ 16" r > f WOOD WALL-- EACH COMMON TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ 2 y MIN. 2x4 #2 SPF STUDS @ O.C. > SEE PLAN 16d COMMONS) 16" O.C. W/ EXTERIOR TYP TOP &BOTTOM r r > NAILS EACH `` SHEATHING ATTACHED STUD TYP. T&B ti PER NAILING SCHEDULE & - MASONRY WALL BELOW: USP (3) 12d TOENAILS TO a HTA16 @ 4'-0" O.C. TO GABLE FLOORING PLYWOOD TRUSS OR SEE PLAN FOR PLATE BELOW -~ MASONRY WALL TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE __—MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a, TRUSS - - —�- —%V\^ X LOW ROOF TRUSS W/ UNDER `� FLOOR G.T. 11 W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR (2) 2x6 BLOCKING MASONRY WALL SEE @ 3 FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. a, SEE ROOF PLAN JUS24-2 EACH END ,� FOR CONNECTION EXTENSION SEE TRUSS SHEAR TRANSFER INFO. SECTION @ FLOOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY s CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: 3/4" = 1'-0" SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" �Ajl SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS V v_ Z (h — o Z CO z Q J V) 0 Q) n ( w � p O nf E l/i 0 o 0 mCN U W E —8 m M c v M N Oo0 N111411- Um OO Sao Yo Qrn u-) 0 v oai<6 A 1 N (' B 1) C V 7Y cN+rp,'!Ci • J 6 lei. L.L CIA V rn CO N LL W';� ��(nfFL�. �i 4ssl0 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 O .4-J ►�4 p M aU-)-00� If N r o N Q U_ CL � M � U CL � a E� Z J� W~ d' oz QQz z080 zBffio� Izz �jz T_q d- UCH g z 0 0 z z U z � fu M w 1 Cn OZS O (n Q- C/) J Q 2 o ��0 o a J �--- LLI o � 5 w i rj 0 0: Wo Z �M-2 Z N N Ln a CY J r-1 LLI w Z $Q¢ fLn V Q Z �Z r-11 Z Z j j; z m ^ g = ul t--� V f SCALE: AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 10 SHEET NO. D1 I I L�- I 1 I I 1 ➢L� _ I _ �ni n i Ln WEATHER JE BARRIER & MRILY SECURE WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED WINDOW HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER DO NOl BOTTO', FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) DOUBLE I JOIST SINGLE - WOOD BEAM JOIST BELOW SELF -ADHERED - SELF -ADHERED FLASHING FLASHING 4SHING 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH IHERED FLASHING WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDEL.= MECHANICALLY FASTEN IF RUBBERIZED ASPHALT NEEDED IN CORNERS RUBBERIZED ADHESIVE THROUGH SELF -ADHERED ASPHALT ADHESIVE FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING. SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 0 SELF -ADHERED FLASHING INSIDE CORNER Ground t+-- SELF -ADHERED FLASHING T SELF -ADHERED FLASHINGMe: FOUNDATION WEEP SCREED DECK JOIST '' OUTSIDE CORNER 17 Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8 R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #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 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 - Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED ■ NOT USED ■ NOT USED ■ SCALE: NOT TO SCALE 7/8" Cement Plaster 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 z (M 0 (D - o 2! (0 z� Q a. U) z 0 N U ID Q) C 4--J uJ (0_ O w l/7i C � �- o ln o 0 U N L LJ E CL N Cl) INK_ �i.?kM'.k"x' U t j ono Q rn LO 0 V CL rn< 6 A I B DO A"`. O C V N_ Lo m to c g N op ZtAZ NO1N LA r I- M O` l-~ j U_ LL �LL UNOZOJ UJ LLL¢W dQa- W � Oa�rnQ2 zZ in cnOmo Z am2ct LL CID W NQM Ckf w o F- U U 0ca ❑❑❑ 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 ON Z O aJ �U-)rno M Za -00 0" n Lnn H C LL, IIYU t,T--I 0000 < E fD Z WJ C) sZ so zg fx F- wQoo u=Op Oo�0 w �i3�2 U) `y O7 J L a 0'o w o r-I Q o � �© z 0 LLJ > ME O ziZ a MO a > O0 U a' LLJ ww o� ¢ I? o J N V0V O w�Og V h N zWo- aa3 Q 0 O L5 ex Z W N w �0tL2 < , 0 J LP) ri 2 L=J Q z~z QF " o Y98 Z Ln N Z L � O i ^ QZ J W = �o ¢ w r, •-1 CL to SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 SHEET NO. W P I _ __.. II I _ _ I II I I I _ _ 1 i I __ I 1 - _L_ - - Stock No. A3 ProductUSP Florida Statewide FL17244.1 ESR-3455 No.Product A23 Florida Statewide FL10446.2 Evaluation Report ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210.2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 H0216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 H026 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUC0410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAM10KT FL17699.1 Evaluation Report HGAM10KT 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 FL17324A Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 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 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232-7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232A2 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244,15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTT131 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 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 M P3 FL 17244.22 ESR-3455 LTP4 FL 10446.19 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 FL 17219.4 ER-0200 H 1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPH08 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below If they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/47.0 psf ThermaTru Fiber Classic / Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single 6 Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445. 5347 and 5547 Vertical Mullion FL15333.7 NIA E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 NIA HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 8. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber -TJI FL1630.1-FL1630.11 NIA 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 NIA Powers Steel, Inc. PSboxBLT, PSbox8LT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOX8 Lintels FL11383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE ^W W > OCL W � U .� N Q O O Co =3 CU O cu Cn Q C= 0 0 0 CD U_ 0 .0 CA a)C_L O N & O L -0 .= C Q. Q Z Z W J Cn E .�J Z C_ cn ICU L 0 0. Q 0 W U ICU m I- 0 LCU LLl Z Z Z aC J a SHEET NO. PA 1.0 I 1 1 !I ____ 11 I 1 _L __ 1. I __ 1. I I _1 II I 11 1 I l ,. '_t ..I , , ! 1 ' IL 1 _ _.. _ l 1 1 1L- Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1 /92017 FL#15225-R3 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Eno lneer&License Validated By Validated Submitted FBC Approval 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 (419) 298-1740 Management Institute (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rickvarwbldgconsultants. Compliance Method: Certification Mark or Listing com FL#15225-R3 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 5 e &quot;Smooth-Star&quota and &quot Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Therma-Tru&quot and without Sidelites. Inswing and Outswing 6 f. &quot,Premium Series&quot„ &q uot: Construction 6/8 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 No Yes No N/A Series&quok and &quot;Benchmark by Therma-Tru&quot Transoms. With and without Sidelites. Inswing and wth Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 119/2017 FL#15279-R4 Code Entity ci lie f= Date Pending gate Tvpe Versio Manufacturer Contact Eno lnear & License Validated By Validated Submitted FBC Approval Approved Statu Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 SubCategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com Compliance Method: Certification Mark or Listing FL#15279-R4 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 37 037 W5-09 PAN-2F151. 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174; W5 Garage Door PSF 428, 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, 6RSF, 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-21`153. 73, 75, 84A, 94, 42, 48, 426, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/-42 4RST, 6RST, G05S, GRSS, AR5S, ED5S WINDCODE&#174; W6 Garage Door PSF 102 102 W6-16 PAN-21`153. 73, 75, 84A, 94, 42, 48, 426, 488, Steel Pan (min, 25 ga.) Double -Car (9'2" to 16'2" 05121/2028 No Yes No +37 PSF/-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S 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 Ent ty or DM Date Date Pendlna D IM Versig Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Horizontal Slider bsitlingerr@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 Aparoved for Use Impact Design 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 12/31/2017 No Yes No N/A 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No NIA SLIDER FL#13192-R4 Code Type Versio Manufacturer Revision 2014 James Hardie Building Products, Inc. Category: Panel Walls SubCategory: Siding Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#13192A4 Products Sea # Produ�Model, Number or Name 1 Cemplank Lap Siding 2 HardiePlank Lap Siding Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards 1/92017 Product Approval Application Detail Entity oDate Date Date Pending Date By Validated Submitted FBC Approval Approved Contact Engineer &License Validated e m tted p Status _ Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26/2015 08117/2015 09/07/2015 10/16/2015 Approved (909)349-2927 PE-24121 (352)367-2526 pingsheng.zh u@jameshar die.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVKZ Outside HVHZ Resistant Pressure fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1192017 FL#15000-R2 Code Entity or Dig ate Date Pendina Pitt 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 rickyQrwbldgconsultants. Compliance Method: Evaluation Report from a cam Florida Registered Architect or a Licensed Florida Professional Engineer FL#15000-R2 Products Quality Assurance Approved for Use Approved for Use ImpacI Design 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&quot; 6&#39;8 &quot,Non- Impact&quota 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) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11537-R8 Code Entity or Tvpe Versio Manufacturer Contact Engineer & License Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Category: Exterior Doors (641) 423.1334 SubCategory: Exterior Door Components nelson.kraschel@doorgro Compliance Method: Certification Mark or Listing up.com FL#11537-RS Products Sea # Product Model, Number or Name Product Description 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of hollow metal doors. 2 M, CM, and G Series Frames Three sided and four sided single and pairs of frames. Tansomframes. Validated By Ted Berman, PE (305) 868-4707 Page 1 of 1 1/102017 Date D= Date Pending Date Validated Submitted FBC Approval Approved Status 07/21/2015 07/212015 07/27/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 12/31/2017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes NIA 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 Pendlna Date Type Versio Manufacturer Contact Enolneer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Category: Windows (717) 365.3300 PE-62514 (717) 317-8454 SubCategory: Fixed bsitlinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1527844 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 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12/31/2017 No Yes No N/A 5 SERIES GA 1 95 ALUMINUM PW 19 ALUMINUM PW NI 72X7 SERIES GA 5 AL 2 12/31! 017 2 No Yes No N/A FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/31/2017 No Yes No N/A FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No N/A PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 FIN 12/31/2017 No Yes No N/A FL#15272-R1 Code jygg Versio Manufacturer Revision 2014 Alside Category: Panel Walls SubCategory: Soffits Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15272-111 Products Sea # Product Model- Number or NameNumber or Name 1 a &quot;2T&quot Soffit 2 b. &quot,AllianceT4&quot Soffit Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Rats DeIH Date Pending at � Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved status 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 (330) 922-2389 PE-43409 (813) 767-6555 nthompson@alside.com Quality Assurance Approved for Use Approved for Use Impact Deslan Product Description Contract Expiration Datein HVHZ Outside HVHZ Resistant Pressure Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A FL#15332-R3 Products Sep # 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 430/440 REINFORCED ALUMINUM SGD FL#15217-R4 Code I= 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 jype 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 Sea # Product Model, Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-R10 Code lyge Versio Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing SubCategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-R10 Products Egp,g Product Model. Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/9/2017 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure SERIES 420 ALUMINUM SGD REINFORCED OX, 12/31/2017 No Yes No N/A XO, XX 96&quot;x96&quota SERIES 420 ALUMINUM SGD REINFORCED XXX 12/31/2017 No Yes No N/A 143&quot;x96&quot; SERIES 420 REINFORCED ALUMINUM SGD OXO 12/31/2017 No Yes No N/A 146&quot,x96&quot, SERIES 430/440 ALUMINUM SGD XXX 12131/2017 No Yes No N/A 143&quot,x80&quot NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No N/A XXX 143&quot,x96&quot Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards 119rz017 Product Approval Application Detail Entityr 211t Date Date Pend Ina 291te Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Brent Sitlinger Luis Roberto Lomas Steven M Urich, PE 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved (717)365-3300 PE-62514 (717)317-8454 bsitlinger@miwd 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 Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/3l/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or 292 DM Date Pending DM Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Brent Sitlinger Luis Roberto Lomas Steven M Urich, PE 06129/2015 06/19/2015 07/05/2015 08/19/2015 Approved (717)365-3300 PE-62514 (717) 317-8454 bsitinger@mNwd.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1445, 5347 AND 5547 VERTICAL MULLION 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 Entity o Date Pending En D r � Dsi4 � Contact Engineer & License Validated By Valldated Submitted FBCApproval Approved Status Mark Harper Robert Nieminen John W. Knezevich, PE 12/14/2018 12/08/2016 12/15/2016 Pending FBC Approval (610)651-5847 PE-59166 (954)772.6224 mark d. harner@saint-gob ain.com Quality Assurance Approved for Use Approved forSZElro: d for Use si n Product Description Contract Expiration Date HVHZ Outside HVHZ Resistant M Design Pressure 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A architectural asphalt roof shingles ^�^,1 ^W W }/W 2 ^% w O I- O O CoCV 0 0 0 5_C O O CQ U_ p > -� U) -0 OD cn E L O l_ CU Z Z W J C/) CIO 0 iCIO U _4__a W rc- n V 0 CIO O a� CL CL DC � U O V�W�/� � M� W V CL U w c- W Q � Z Z Q J d SHEET NO. PA 1.1 I -1 I I _ -L_ 1 U L_I - - -�-- —.. 1! _ 1 11 1 I 11 1 -1 . I 'I _ 11 i. . . a I I _ 11 1 —_ 'I I - - - - --- _ - - r FL#12328-R7 Products §ea# Product Model,Number orName 6 No. 15 UL Search Criteri Florida Department of Business & Professional Regulation Page 1 of Building Codes and Standards 1/92017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Explretlon Date in HVHZ Outside HVHZ Resistant Pressure Asphalt saturated organic left 01/07/2019 No Yes N/A N/A Code Version: 2014 FL #: 12328 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#2075-R7 S sIft Iya Versio Manufacturer Contact Affirmation 2014 Florida Metal Products Inc. Clark Jones Category: Roofing (904) 783-8400 SubCategory: Roofing Accessories that are an clark@flamco.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2075-R7 Products Page 1 of 1 vsrzon Entity or Dad Date Date Pending Date Engineer & License Validated By Validate$ Submitted FBC Approval Approved Status Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved (786) 315-2590 Sea # Product Model. Number or Name Product Description 1 RV10 RV10 ALUMINUM RIDGE VENT ,Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistan Pressure 01/31/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#7849-R9 Code Entity or Type Verslo Manufacturer Contact Engineer & License Validated By Revision 2014 Boral Roofing / MonierL'rfetile Thomas Jemmett [CC Evaluation Service, LLC Gary W Walker Category: Roofing (602) 269-2288 (205) 854-0160 SubCategory: Roofing Tiles thomas.jemmett@boral.co Compliance Method: Evaluation Report from a m Product Evaluation Entity FL#7849-R9 Products Page 1 of 3 1192017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 09/10/2015 08/25/2015 09/20/2015 Approved 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 13 Saxony 700 - Shake, Slate &amp; Split Shake Flat Profile - Stockton 12131/2018 No Yes N/A N/A 14 00 - C ate Shake &am Slate Saxon 9 aunt Slate, Y Country p. Fla Profile -Henderson Y 12/31/2018 No Yes N/A N/A 15 Saxony 900 -Country Slate, Shake, Slate &amp; Split Flat Profile -Lake Wales 12/31/2018 No Yes WA N/A Shake 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12131/2018 No Yes N/A NIA Shake, Slate, Country Slate 24 Villa 900 Medium Profile - Lake Wales 12/31/2018 No Yes N/A NIA 25 Villa 900 Medium Profile - Denver 12131/2018 No Yes N/A NIA 26 Villa 900 Medium Profile - Stockton 12/31/2018 No Yes N/A N/A FL#12856-R5 Code IypQ Verslo Manufacturer Revision 2014 Town and Country Industries, Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12856-R5 Products Sea # Product Model, Number or Name 1 0.050& not, Aluminum Storm Panel Q 2 &quot;Safety Edge&quot Storm Panels 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 Entity or Date Date Date Pending O& Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/22/2015 Approved 954 493-8551 PE-0046549 P.E. tomj@tc-alum.com (305) 510-8531 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 0.050&quota Aluminum Storm Panel with Optional 12/31/2018 No Yes Yes N/A Clear Panels &quot;Safety Edge&quota Storm Panels, 28ga 12/31/2018 No Yes Yes +54/-54 (0.018&quota&quot) Steel, 0.022&quota Alum (Pert and Non -Pert) Clear Polycarb (Full and Half) 24ga (0.0232&quot;) Steel Storm Panel with Optional 12/31/2018 No Yes Yes +100/-100 Clear Panels .050&quota Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes NIA Panel Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 2162017 FL#21675-RO Code Entity or 21g 20 Date Pendina =2 I= Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status New 2014 HomeGuard Building Products, Inc. John Cheslak Intertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02/03/2017 Approved Category: Roofing (904) 240-1382 Inc. NA, Inc. SubCategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321 Compliance Method: Evaluation Report from a m Product Evaluation Entity FL#21675-RO Products Quality Assurance Approved for Use Aooroved for Use Impact Design Sect # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVH ResiStant Pressure 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A NIA ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 FL#17202-R1 Code Entity or ,Q&e Date Date Pending 2& IM Verslo Manufacturer Contact Enalneer & 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 Category: Roofing (501) 962-6511 PE-31242 (717) 317-8454 SubCategory: Roofing Accessories that are an acarteri@lomanco.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-R1 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 1 Deck-AirTM DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.51-97.5 Mechanically Attached to Plywood Deck. 2 OmniRidge&#174, PRO Vent PR04-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. FL#15076-R3 Code I= Verslo Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#15076-R4 Code Type Ve to Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R4 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date DAa Date Pending 2M contact Enalneer & License Validated By Validated Submitted FBC Approval Aooroved Status 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 (954)689-7545 PE-44167 (954)772-6224 ti m. robinson(agppent.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12131/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Entity or 210 Date Date Pendina Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Tim Walter A, Tillit Jr. P.E. Robinson John W. Knezevich, PE 12/21/ 1 20 6 12/21/2016 Validated (954) 689-7545 PE-44167 (954) 772-6224 tim. robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract ExDlratlon Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 FL#17869-RO S.4d_e Entity 10 Date Dae Date Pending DAIS I= Verslo Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval ADDroyed Status New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, P.E Jorge A, Pomerantz, P E 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved Category: Shutters (561)712-9882 PE-0046549 (954)394-8521 SubCategory: Storm Panels mikebr@allamericanshutte Compliance Method: Evaluation Report from a rs.com Florida Registered Architect or a Licensed Florida Professional Engineer FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Ilapact Design Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#5219-R3 Code Entity or 2= Date Date Pending jlgtg Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBCAooroval Approved Status 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 Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 Subcategory: Roofing Accessories that are an flvalidation@yahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-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 1 1- &quot;Flat Top Off Ridge Vent with Battle for Tile&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A 8&#39;, or 10&#39, Wide Off Ridge Vent Attached to Wood Deck 2 2- &quotRound Top Off Ridge Vent wth Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12131/2019 No Yes No N/A Tile&quota 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#391, 12/31/2019 No Yes No N/A for Shingles&quot; 8&#39;, or 10&#39, Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#16588-Rt Code Entity or Type Versio Manufacturer Contact Engineer & License Validated By Affirmation 2014 O'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE Category: Roofing (707) 872-3620 (305) 868-4707 SubCategory: Roofing Accessories that are an gdaniels@ohagin.com Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#16588-R1 Products Page 1 of 1 1/10/2017 O& 20 Date Pend ina Oi& Validated tad FBC Approval Approved Status 06/17/2015 06/17/2015 06/25/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Seq # Product Model- Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 O&#39;Hagin&#39;s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A NIA FL#15088-R1 Code Type VersiQ Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15088-RI Products Sea # Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 20 fig Date Pendina Dig Contact Ena[near &License Validated By Validated Submitted FBC Approval Approved Statu@ 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 (954)689-7545 PE-44167 (954)772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use d for Use Approve s t Design Impac Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes NIA or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9rz017 FL#1999-R5 O4.�e Entity Lo._ ?�Da a Data Pending jyge Verslo Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Aooroed Status Revision 2014 ITW Building Components Group Inc, / Paslode Stuart Lewis ICC Evaluation Service, LLC William M- Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved Category: Structural Components (647) 918-6473 (407) 681-1917 SubCategory: Truss Plates slevds@alpineitw.com Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1999-R5 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 1 ITW BCG Higher Strength (H &amp; S) Metal Connector Plate 12/3l/2020 Yes Yes N/A N/A 2 ITW BCG Hinge Plate Metal Connector Plate 12/3l/2020 Yes Yes N/A N/A 3 ITW BCG Tru lox Metal Connector Plate 12131/2020 Yes Yes N/A N/A 4 ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A N/A O V/ 4-11 4--0 U L O nO to O O 2 Q O t'B 0- iQ U_ O > -SQ -0 Cn E 0 Q CU .� '-6—^0 VJ Q Q Z Z W J :1 __ _-L.—__—__-.� -- 11 1 �u_ I�_—_. -- L _ I .. I ..1 I t L_. _ r 1. I _ _�_ r_ I � i■ L I u e= FL#2197-R5 Code jygQ Versio Manufacturer Revision 2014 MiTek Industries, Inc. Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a FL#2197-R5 Products Product Evaluation Entity Sea # Product Model, Number or Name 1 M18SHS 2 MII 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-R8 Code im Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a FL#1630-R8 Products Product Evaluation Entity Sea# Product Model. Number or Name 1 TA 110 2 TJI 210 3 TJI230 4 TJI360 5 TJI560 6 TJI/560D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Date Date Pending Entity or 1� Rats Contact Engineer & License Validated By Validated bmitted FBC Approval Approved Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved (314)851-7480 LLC. dwert@mii.com (205) 599-9800 Quality Assurance Approved for Use Approved for Use Impact Deslan Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 18 ga high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 20 ga truss connector plate 12/31/2017 Yes Yes N/A N/A 20 ga high strength truss connector plate 12/31/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 2& Date Date Pending jig Contact Engineer & License Validated By Validated Submitted FBC Approval Approved aSi3iYp Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P. E- 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 jimanderson2@weyerhae user com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Prefabricated Wood ]-joist 03/31/2017 No Yes N/A NIA Prefabricated Wood 1-joist 03/31/2017 No Yes N/A N/A Prefabricated Wood 1-joist 03/31/2017 No Yes N/A N/A Prefabricated Wood 1-joist 03/31/2017 No Yes N/A N/A Prefabricated Wood ]-joist 03/31/2017 No Yes N/A N/A Prefabricated Wood 1-joist 03/31/2017 No Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#1774-R4 Code Entity or Versio Manufacturer Contact Engineer & License Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H. HUYNH Category: Structural Components (813) 659-3707 PE-60122 SubCategory: Products Introduced as a Result of precastgator@yahoo.com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida F L#1774-R4 Products Professional Engineer Sea # Product Model. Number or Name Product Description 1 Qualify Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels Validated By Florida Engineering Solutions (352) 588-5311 Page 1 of 1 1/92017 2= 2= Date Pendina 2= Validated Submitted FBC Approval Approved Status 07/03/2015 06/24/2015 08/20/2015 08/26/2015 Approved Quality Assurance Agproyed for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05/25/2024 No Yes N/A N/A FL#1644-R4 Code Iyjtg Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1644-R4 Products Seq # Product Model. Number or Name 1 Versa -Lam Search Criteria FL#6527-R6 Code IM Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R6 Products .Lfta Product Model. Number or Name 1 Level Rim Board 2 Microllam LVL 3 Parallam PSL 4 TimberStrand LSL FL#6527-R7 Code Type Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R7 Products Sea-9 Product Model. Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or �_ Date pate Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826.0200 Wood Association roberttaylor@bc com (253) 620-7467 Product Description Laminated Veneer Lumber Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 01/01/2035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1192017 Entity or Die Date Date Pending Date Contact Engineer& License Validated By Validated Submitted FBC Approval Agigroved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 jim anderson2@weyerhae user.com for Use A Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Entity Qr 20S pig Date Pendina Di i Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A, Rothman, P. E, 10/31/2016 10/25/2016 11/05/2016 Approved (253) 924-4084 (608) 839-1344 j im.anderson2@weyerhae user.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVIFIZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#5450-R5 Code Entity or jypgYlCkj2 Manufacturer Contact Engineer & License Revision 2014 Powers Steel Inc. william powers Steven W. Schaub Category: Structural Components (602) 437-1160 PE-60509 SubCategory: Products Introduced as a Result of bill@powerssteel com New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Seq # Product Model- Number or Name Product Description 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars, Validated By SAMUEL A. GREENBERG, P E, (813) 645-0166 Page 1 of 1 v92017 20 Date Date Pendina 20 Validated Submitted FBC Approval Approved Status 03/26/2015 03/23/2015 03/30/2015 06/23/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date HVHZ n Outside HVHZ >- Resistant Pressure 01/27/2017 No Yes N/A N/A FL#1645-R4 Code Type Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1645-R4 Products Sag # Product Model, Number or Name 1 AJS Joists Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9r2ot7 Entity or 2= Date Date Pendina 2= Contact Engineer & License Validated By Validated Submitted FBC Approval Algigroved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) 620.7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Wood &quotJ&quot; Joists 01/01/2035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#158-R7 Code Entity or 2&e Date Date Pendlna Date jyQq Versio Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved Category: Structural Components (813) 621-4641 (786) 315-2590 SubCategory: Products Introduced as a Result of cparrino@castcrete.com New Technology Compliance Method: Certification Mark or Listing FL#158-R7 Products Quality Assurance Approved for Use Approved for Use Im pact Design Sea # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A N/A FL#158-R8 9212 Entityjypg � Date Pending Verslo Manufacturer Contact Engineer & License Validated By y�$�gQ Submitted FBC Approval Approved Status Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved Category: Structural Components (813) 621-4641 (786) 315-2590 SubCategory: Products Introduced as a Result of cparrino@castcrete.com New Technology FL#158-R8 Products Compliance Method: Certification Mark or Listing 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 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11383-R4 Code Jyj a Versio Manufacturer Contact Engineer & License Validated By Revision 2014 Powers Steel Inc william powers Steven Schaub SAMUEL A. Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, P E, SubCategory: Products Introduced as a Result of bill@powerssteel.com (813) 645-0166 New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#11383-R4 Professional Engineer Products Page 1 of 1 1192017 Date 2M Date Pendina 20 Validated Submitted FBC Aoproyal Approved Status 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved Quality Assurance Appro for s p for Use ved Use A proved Design 101p.�Sd Sea # Product Model- Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes N/A N/A of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. ^W ^^W � �L � U N L O O "O O Q N O U O •L = � Q ) 3: O O Co L1. O > -� —0 L O w _O Q �C Co .Q .� ``�^^ VJ Q a z z W J Cn C: CIO M CU U �4 C LIN Vn �U/ a o CL 0_ U CU O M� W V Q VL C� w Z z J Z Q J d SHEET NO. PA 1.3