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HomeMy WebLinkAbout3161 Moulden Hollow DrABBREVIATIONS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius ADJ. Adjustable Ft . g Footing g Ref. Refrigerator A.F.F. Above Finished Floor FIX Fixed Req'd. Required A.H.U. Air Handler Unit ALT. Alternate GaIv. 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 g Cir. Clg. Circle Ceiling KlWall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space S. Square Col, Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT.T.O.B. Laundry Tub Top of Block DB Door Bell M a s. 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 TIP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way N.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped• Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Flr. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof PSF Pounds per square foot Flr Svs Floor Svstem REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 FRAME -WALK REVISIONS S111HdJAII­- _l� S90NVNIC80 C� � �� �-Ep � �_...:.. �J I0 3H.L aI - JN111w,26d Hi-IM A-16N ii "C - s30oo lltlHS AdOM -11V 71 F7 E IE] L_J 1�7�1 El 17] E7:] �[7 F7 E 11 LI 7L] L E N 1%118M 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. 0"a z o — o Z C° Z Q E3 J t /') (D Q) C 4__J w _M p O UJI I- E o r ^ I� v , t- O (M o mN U L1J a)M c M M F— O N O M O O N a U Via,. W-�.,._ p Uaoi C 7 Sao o y < 0 V "t A � N IW N 10 Lz W :�..�A4< a To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O r� > (!) O < U) f0 Lr) a � L a L_ U_ ZI- EL U a� a E0 Z WJ C:) oZ �C) Lo Lu Z a �a Yr ijQwx z 8 0, p 20 Z Q , 'CLUZ LIJ F jo}la0 U ofN Win W 0 w Im -W U Z Z Z O ` / Q Z Z LU F s •--I p O v = U J �2: o� ¢ �OQ o O x O U W �} T fV ^ oaoa ZLy4 � J W K Z Q Q �o ^ �0�o Z Z C, u dd-oZ lJl 2:Q c OZU � a � ,--1 Q Z a Z Z tu-Lnz Cy o ^ g = <Z r, r-I 0- to SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO 10 SHEET NO. CS 4' A H.B. S3 O 25-SH --------R&S 4-SH -- TIP _ _ EGRESS AC PAD L--- --- M A 0 BEDROOM 2 W . 1. C . 8'-0" FLAT CLG. T I - CARPET 00 8'-0" FLAT CLG. TB R CARPET fo 0.--BATH0 00 , ------ R&S -- I --- 2668 8'-0"',FLAT CLG. TILE 12' 8" 2668 T-32" 1., 1 V-4" O = I r� m , N O 0? 1 1 4068 B.F. w `° FIBERGLASS 8'-34" 3'-8460"X36"_____________ SURROUND j q A SHOWER R&S S3 TYP @ 1 STORY I 16" DEEP PANTRY N O --- ----^ OWNER'S- w 8'-0° 9 30 - : 9 SUIT (n LAT CLG. u'� T1LE RANGE _ - - „ o N KITCHEN-_ 8-0. FLAT LG. - CARPEJ 9'-4" FLAT CLG. N - TILE _ .rn 0 I Zi&' 2._2. 9,28 _ 3'-58" ' A O N (4) 2x4 #2 SYP SINK w/ DISP STUDS W/USP g3 I I HTT4@ BASE I�� I I D.W. I Call]](o 0 N Ib- w IO I L____J — --------- I � — ih o) I r H 1 L l 5'-0" 1'-5g" i G HANSC N BOX @ g3 36' A.F F. 9'-01, I T-8" 2'-8" 4'-3" V-10" T-7" I I fo 2•12 SS I io OPEC., CEILING I 0 I I 00 O PATIO 00 ih N /''I I FAMILY ROOM - VAULT. CLG. CAFE / CARPET VAULT. CLG. / 30'-0" CARPET w 0.0 b" w nary / / / / Oz (0 in Oz U J w N N 0 21'-5" 35-SH O 10" O 25-SH EGRESS I I I BEDROOM 3 8'-0" FLAT CLG. oo I CARPETCal I XI 00 a Ile BEDROO 4 I I 8'-0" FLAT CLCQ. I CARPET I 3'-0" -84" 4-SH CD (14 N ( I 117 r � m 0'-4" '74--l" l'-3"zl� 40681B.F. HALL SIN 9'-4" FLAT CLG. 2668 00------- e -- — — — CARPET 04 R&S _ 06 0 S3 BaT I S3 8'-0" FLAT CLG. TILE I ~ 5'-9d' . TB 01 I 01 - K 2-CAR GARAGE S3 8'-0" FLAT CLG. o FIBERGLASS I EDGE OF SLAB 2" SURROUND BEYOND WALL I DRYER VENT THRU ROOF I I PT. OPT. D 20'4"LA I I - _ I -0" FLAT CL . h IA1 I I I �6(b TILE6' n.4;; I / 1 iv W 1L✓? I u I I d FW.H. --� I d I L----I------- 3068 2'--3 1 I - a � O I - FOYER B I ENTRY TILE v I 8'-0" FLAT CLG. H.B. L 1-4- MIN 0 0 It HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) -1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 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 20X26 18jX25 S.H. 13 20X38j 18JX374 S.H. 14 20 X 501 18 J X 50 S.H. 15 20 X 63 18 X 62 } S.H. 16 20X72 18 X71 S.H. 32 27 1/4 X 26 26 X 25 J S.H. J 33 27 1/4 X 38 N/A S.H. 34 27 j X 50 1 N/A S.H. J 33 N/A 26 x 37 1 S.H. 34 N/A 26 x 50 S.H. J 35 27 1 X 63 26 X 62 1/2 S.H. J 36 27 1 X 72 26 X 71 1/2 S.H. 22 37 1 X 26 36 j X 25 1/2 S.H. 23 37 X 38 j 36 j X 37 3/4 S.H. 24 374X501 36jX50 S.H. 25 37 J X 63 36 J X 62 1/2 S.H. 26 37 J X 72 36 j X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 731 WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 1 52 X 37 S.H. 34 54 X 50 1 52 j X 50 S.H. 35 54 X 63 52 # X 62 S.H. 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 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 OE +23.0 / -25.2 �F +23.0 / -28.9 GO SEE SN SHEET HO 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 1111111771711 MASONRY HGT. @ 9'4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) R-11/R-13 KRAFT FACED (D f z o W— o Z Q co z ■ c/i' 0W cn 4—J w M p �U — Ow E C�f IV) V) o 20 U w , I--- a)M c'mr N N O O W ,r�...g. = ai O mF00 0 U aa'i Y to 0.0 N 0 V Q rn rnQ o A 1 B D. N to<CN M N C. �N .Z Yr 4" ;r W ram.: �fto o N 6 wo . W O laQO) �yy. �,,L .; '4.. U z J 0 OU O0 U ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O ►►>-� (1) M O 41 Q a U) a �' LL a � <Y V fu a cc)Q .. Zru WJ C:) D 0z 0 w� z a g <ir00: p z 8 0 owed w Z Z Lu KC��J 6}o �S Q J W w oo L z O Q U r-I O �z g � Z O va3 LL O 'i3 � S 0 z / , v VJ J W <�o HO I� O O x06 UJ2mn faoa V a 2 Z W K Q owl z Wo~ J T__I I.I..I Q LLJ Z 0 E o 0 Y Q o a�z 110 Ln z az J 0 o g = <z z r l r-I a to SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 2v0 SHEET NO. 1.0 0 M MIRROR 0 II jl OWNER'S BATH DW KITCHEN ISLAND 0 BATH 2 1 V � HOOD ul II II I! II � RANGE KITCHEN 6 0 co it II I' ,I 0 CV 0 I� r N OPT. REF. KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" O z�® z� z� Q J l7 (D �V (/') r Uj 'U — OLU 01- E o t^ M F— O O �v U Lu a)M c cc ce) § ~ N O co C� N U N L LL co o m aa) Y J) n, o LL7 O -T Q m V. Q O A 1°` �:.. ) V A{�n a N � ® co Z o Z , Q3mm 0 .. � .. C w 0. _� pit a —' d in ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N Q re)o d. Ln Q LL Lf� a F- , ro V o.00) a E� Z Jo W� J 0 �o zad a f H �ZOQ U � w Z� G 0 w Z / A W x ui J a w w � Iwo Q� w ;o xz z O da C � � — xF F- Q z O U = z J Q >� ole CO P x88 U 2 -. N oa .z w SJ wa z a Q W� Z W r-I Lr) wa-2 Q J r-+ Lij 2: Q Z o z 0 UwW u F<- o l0 Ln Z Z o, a Lnw Q z J a z o ^ J = a L SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAN D VERSION NO- 10 SHEET NO. 2.0 fe kNoil lip 'J I I NIMNI 1010 11 ��NEI 16'-0" RIDGE VENT 4'-0" RIDGE VENT 12 5000, 12 �5 T.O.P. T.O.M. HDR HGT. I� C0. o TEXTURED 2,-�„ o - CEMENTICIOUS 60 60 FINISH ON C.M.U. 6D (TYP. ) 25 SH 25 SH F.FL. FRONT ELEVATION - Al SCALE: 1 /4"=V-0" RIGHT ELEVATION - Al SCALE: 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hegin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of beck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of allagin Vents Needed 0!� zo Z 0 z� Q J a. V) (D Q) U (D(u 4—J Lu C) U — O LU E o rr ^^ C')o v, O �m� U LU N 0) ctI CM7 M «t. l.L 00 0 U aa)) a o Y Qrn 'V7 O V rnQo A' 8D.0 scaoc o m cy'2 op d `Q rn ILL J LL o p N cn, �-� ti (.L oz, rig: LLZ `° f�- d. W ,M E To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N O v t\ �>-+HMO M QU-)ro "pLn a tn•L� Q C LL Q F— IM tY U Q � a E0 z (O C:) WJ d" J oZ w� z a z� Ea vJ &1 0 z O z 8 U owz oef� 8 W W two L J o rn }o N W Xz F--1 LU Q g a N Z3 O T� Q 8 o z = Q J L� o u- <Or �/'y111 V 0 J C)n O rr I;2-i RR < L4_ w z aa ow3 Z Solo LU Lf) LLI M Q o icll oo w u LL Y Q 11.0 W ,-I G Q Q z ? Ln z z a Q LU ¢z O J = r--1 rf d V) SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 10 SHEET NO. 3.1 -- 12 5� 12 �5 T.O.M. — HDR HGT. EXTENDED OVERHANG TO BE CENTERED ON DOOR ii 16'-0" RIDGE VENT 12 5 4'-0" RIDGE VENT 12 Z�5 REAR ELEVATION - Al -- — — — — zHEEL 12 ti �5 N T.O.M. -- —------------------------------ --- HDR HGT. ---------------------------- — --------------------------- 11-011 2'-0° TEXTURED TEXTURED CEMENTICIOUS CEMENTICIOUS Q FINISH ON C.M.U. FINISH ON C.M.U. 00 00 (TYP.) (TYP.) 35 SH LEFT ELEVATION - Al 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF IN 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 JASTMC 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 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed)/9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT -Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed Zco O z0 z� Q C/i 0 cn (DIM w _ 0 — OLL, (/ Ln o rh o0 M w ,t Yir O �Ncce)o N .. U� .5 LL co Y ono O Q rnQ o B D. tert C-, .. ciu � !1 L II N Mt ` c CULL/ �' pig n NOV 10- Q �Z-�tla+�/ �s� C r.% Q N ©•., N F W rm J Q M%2 z SS 6�c�elllErl61 ❑ ❑ 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 cV O .N > O V7 Q f0L) a .L V) Q L_ L.L. 0� U a00 Q E u Z J W � MJ O z O 35 uJ zaa WrZZ� X¢ Z 0 O z Le w c _ Q w z a i W 0 o� u_o V 'i N w m z L J w oN z O _% L.LJ Q U z z z ) 8 0 U J z K O u. O O _J 0 LU Q O � WQOM UUZ y.� T1 f'V WaW ! W CL zQ a FF_F f� Z =I o Z W Ln W ao �(�LL Z, ¢ LL J cLcI] G Q o W o LL Y Q Q � //�� k/ I ,—I ' Ln ¢ Z z W Q a.z C ^ Z g = J p < z o a. L SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO- 10 SHEET NO. 3.2 2 1" 2" *NOTE: VARIES 1" RADIUS Cl) N FOAM TO BE USED ONLY WHEN - 1/2" RADIUS 31 /2" RADIUS REQUIRED BY COMMUNITY Ma 3/4" RADIUS a� iv oo _ CID SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" N 1` " BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES N 1 EDGE OF OPENING VARIES 0 M CV 22 - VARIES 4 3a a 3„ oira 4 4 00 2„ M 12 VARIES 1 1/2" RADIUS 2 1/2" RADIUS r VARIES 12 3z 11" 3z 3„ 1„ 1„ „ i4, is 1„ 1„ 4 4 BASEmTv 8" 2" 1-0 *NOTE: FOAM TO BE USED VARIES 3„ ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2' V-6" 1" 1' 4" `O 12 DETAIL TO BE 2' co BUILT W/ STUCCO. EDGE OF OPENING k—=— • , T C. �4, • O , N 4„ 10„ 2t, 10" s^ iV 1-1/2" THICK 1-1/2" THICK 4 � T - r IN �K 4„ j2-4-- 6„ _- 1„ 2 3„ iV W U W ' ' "IN f•i 1-1/2" THICK 24' - T„ 1-5„„ 1'-4" 3" I I I I 54„ 00 •IN �J ' _. 1�„ o :- ip - �r W _ - VARIES VARIES I i � 4„ 8„ NOTE: • INSTALL OVER STONE, TYP. r___-___ iy N co _ `O Rs, `O o 44' 6„ 4" • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH VARIES . FOAM/ PS MATERIAL IS ACCEPTED r 2 N `'� 2 0 KEYSTONE F11 � OPTIONAL ES VARIro L3- ' 4" GARAGE DR. OPENING 4" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14 V-64" 14, 1 ' 2" • FOAM/ EPS MATERIAL IS ACCEPTED VARIES fO oo 1 „ _v -v 3'-8" 4" T-0" 4" 10" 1'4" 10" `14 KEYSTONE F11 °0 OPTIONAL N 3„ 1„ T CV - 4" WINDOW OPENING 4" 2'-1" 54„ 1,-12, �„ _z fi M r �Q9 GENERAL NOTES: 1 „ RroN T 1" D� • O POLYCOAT(HARD COAT) ° • ACRYLIC SAND FINISH CV in UV z o — o z� Z Q J f � z Ln UI W cn i-J w �_ 0 �U - L U O .T 1-- o o0 m� LU M )t0M ° m o cn O U = a) p w LL Co U Ca)can cc o- o o Q rn �vv rnQQ o Al B D® N N � N N O� C1 Z 6 oMO- ZZ O r � J W H M N W LL W - V >�ii laLLIQ a.-L a � Z Z Q . off' p Ir O mm U�y-o�� Wa-TQE M N �o OU U 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. O 0 Z N O v r\ �l d-% Q M O P-4 Q ru u Ln to •i d- LL Q LL I- o. �. a� aU z3i E" wow W JC:) S oZ G� w� zaa fa ¢ wz �4U0 LUG 2 0 w Q J LD Z J F lL a w O ww W w iW L Q oU) ZZ rU ¢z E z ON �3 8 T� � O J a U =� W ow 0 o X a�20z X g O W "'am2 {1 TTtF•• N Zaoa w Q J Z J a Q ~�fo Z Z LU U-) wo90 � o f z = J �-'� LJJ W a LL ozo 0Ya T-I Q z a� Cra H z Ln z Z LU -0 ¢ z O a N SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAN D VERSION NO. 10 SHEET NO. F1 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights & outlets NEMA1 #12 co 200 AMP pper to 20 amp ckts #10-2 copper to wH #10-3 copper to Dryer MAIN O2/0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground LGROLINDING BONDING o WIRE TERMINATION PER 71 WITH CODE APPROVED NEC 08, 250.94 J CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET PEPP DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f. SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 3 THREE-WAY SWITCH 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN Iwo 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 ELECTRIC METER WWI ELECTRIC PANEL _-E§=L 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 (1) PHONE LINE, (1) DATA PORT VERIFY METER LOCATION WITH BUILDER ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0 Z O z Q J z n n , n Q) N w �V _ 0 w Lv m l E O ,^^ In _0 m LU C t6 M —� W f— O t0 'd M Ooo _ �`-� Uco (D (D a) a. o 0 Q rn `n 0) 0 B D. ti cli co �i cc CV y o 0 0 c°O.r N z °° O Z W N r Z z r 3 1 L- o � W I,r W aU N W V L a.�u:_o a.- a W a z Z O t< z o �ypoC or- r Vi�Em °1 �m m QV<N� U0Z Q g W N Q c) bU U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O o � V) M O Imo+ Q •i d to Q U_ OL 1-11 oC UM Q 00 a E� � Z � WC:) J � d- J oZ �o 3� w� zaa z a z Q f � Zc_ < 0 i= J ^ �Z0O Z L.L J !_UZ �owZ ofX LH aO�n OV � LL N W U 8wo OZ z z l� F_ Qo �z > ,-aq U Z r Z LLJ o a v 3 J LUTeaeal 8 J Q = 0 LL >WZ � QYo p M J O O Z X good �trm� oaoc W<z� Q ~fo Z Cy o Z +�i J T,t w Q �"< l� ,—I Lli Q Z Z a W < z Z *k a Q � QJ a:` z rn +—I a to E SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 10 SHEET NO. 4.0 VENTED SOF 46 SQ. •tV %JW. I I . VENTED SOFFIT 61 SQ. FT. ATTIC VENTILATION CALCULATIONS ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent) Amt Amt. Req.)(Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT, Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of ventilation of vented IN. of of vented ventilation to be SQ. IN. of SQ. IN. of Ventilators required soffit ventilation soffit provided � by upper Ventilation Ventilation (See Elev) needed required needed ventilators Main 20.00000 2.000000 Floor 2276 2185 312 1092 78 546 0 576.0 300.0 276.0 (Zone 1) ! "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT VENTED SOFFIT 56 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 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed 0V Zco O z� Q J d z W V) 0 (1) �n 4 -' IJ o �U — Ow ILI E o ff ^^ to M (� O in o LU M C�@ccoo ~ U W mac N O O lL � o a°'i o o- o u7 o Qrn 00.: rnQo B D. t7yd D� 0 C.. Z 0 U. C" W W Q �'C" ti ii0 a �Z 0 f0 .�.. O +¢ 1 to .NA a C N V e 0D W a'm ¢IL N. Q. M o0.. 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 ON Z O a) r, ►-4 � o M � (n ►- 4 O M Q O Ln a V L UN aLZ� CL o­% U p-� cts z WJ � d' 0 oZ o 5 w� za z� �a F: > �¢a �zU0 U Z Z Q p w Z J OLq c�u_ow mz0 oV) L }o az T Z v, g� �3 o rl ZQ 8 o U = J Q Lf Lu o� 0 M V- <�r- J O O x0 O S O O w (V Zaoa Q J W Z Q ~ �o Z Z 0 w J Lr) W s ` W _ rEo 0zU he F O W Z z I— c LA Q z J z a o = Z r, T__q 0- to SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAN D VERSION No' 10 SHEET NO. 5.0 c c 59'-4" 7-2" 5'-2" 6'-0" 6'-0" 3'-0" 3'-10" 3'-0 �, A H.1g� S3 4'-0" 5'-10" CN 3-1/2" MIN 2500 PSI CONC °' \ 1 `o SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER I \\ 0 1 I ■ (3000 PSI CONC. SLAB FOR I , HERNANDO COUNTY ONLY) \ 11 :. :.......-.. - - �- - - I- ■ \ \\ 13'-54 CJ T-2" CJ I 1 CJ - --� - - - - I - - - N LID CJ CJ st '- \ 1 o I \\\\ ° M IAlte.... ... ........ ! I s 0'-0" CV ::::::::::'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' . - - - - - - - - - - --� - - ....... -: ■ A CJ CJ CJ I i f I 00 I I K (2) #5 REBAR I S3 1 f o ' S3 VERTICALS w/ in 1 I FILLED CELL i f ilk lII 23'-11" 2'-10" 4'-14' I. G o I' M I _ NKw//DISP -— I W/ 3-#5 E.W. 0 S3 CJ I D -- i iv KITCHEN ISLAND LOW WALLS �D I C ASE TO ■' .L ........... I L - - - I j I S3 1 l i �1 ; }Ij J - I o S3 _ISLAND L : ,----------- —2z � L_ .. 1 t I L- — - - - - - - o o 00 CJ — — — — — —� CJ CJ CJ o� I N 'n 4--0" I G F I S3 :: OPT. W I SLOPE I 1 37'-52" 21'-2a' — — �3 32'-8a , 4'48" ( so b 1/2 ( ( ( PROVIDE 1 %" RECESS <<•� {_ _ J :. 1 VERTICALS w/ in 1 �.\. FILLED CELL x\ W H S3 FOR SGD. REFER TO in \ TYP L_-- MASON'S SLOPE FOR '- I WIDTH I BASED ONSE U I LOCATION I AHI::----------+—-------J I CJ INDICATES FILLED CELL w/ 3000 CJ C STEPS AS REQUIRED I � 01-01, PSI CONC. GROUT FROM FT. TO BEAM W/ (1) #5 REBAR VERT _ I 2'-0" 4'-0" 2'-0" 6'-0" 1'-10" 5'-2" io is PER FIELD CONDITIONS I ABOVE SLAB TYP @ALL PLACES SHOWN HOOKED FTG. r: TOP OF CONC./ PAVER TO BE 4" Y BELOW FIN. FLR. -� SLOPE in-31/2" DOWELS 5" EMBED W/ 25" EXT. Ln PROVIDE Y2' x 9" - 'n ABOVE SLAB GRADE 40 STEEL' RECESS FOR FRT. DOOR d. ■.................. ....................... .. :.......:« ��... ..... .. .....■ �1 O 7-1 6'-0" A S3 5'-2" H.B.T L S3 2'-6" x 2'-6" x 1'-0" 3'-0" TYP W/ (3) #5'S E.W. 5'-1" 6'-4" 5'-0" 15--0" FOUNDATION PLAN. SCALE: <.=„o. 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 Ui ��- - N —'i d CONTROL JOINT DETAIL SCALE:1 1l2"=l'-0" CONT REINF. SEE •_ FND. FOR QUANTITY ;; ', ', ; • #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. • "• U.N.O. • : • �� •, ;;, ; •'; '• `*Alternate: _ _� ; • The reinf. bars shall be cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" 0 z M 0 (0 z� Q J z O V) (-D Q) C i--� L U .0 — 0 LU 1 E tt^^ � M v/ f- (1� Oo m o U L U �M C)CO W ccr) E 2 v M N .�.1�.,.... U� L LL co 5 aoi CY 0 a o ov Q rn 0)Q o A 0 ' Dm �Dl f , Noo N o ZW NNa F s iT g U W�:�'Nc LUL LQ 10QuW W -V Q E U-0 a-5 -Z C wv4., f w 1A p C N Q .. o➢ jT L W To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z� 1) N 3 F>—L O (! ) M LLnn a a LL av a00 l Q .. Z � J W � 0 �2 cco w z a z� as �F Z �¢po_ 0 �?Vg J z w � owz CL J (� O w TWO L � Ow } o Lt z 4 3 s o i--I O LL U = O Z 9� ou- 0 M O 1:u-Ro ¢ r- Y O -Ocg o VOm� y� N o¢oLu Q aow3 z ce Lr) O O z J CLV G Q LJJ z F o 0O u, Q F z /•� W Lr /� / z Q � d N V Z QO O � 4 J = 0- to SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO. 10 SHEET NO. 6.0 E (2) S3 A A A (2) (2) n:�n Cl L" y w` CJ3 D < D < D < D < D D 00 14< oo 03 du wo n `n Ul CJ3 CJ1J1 1VA2V V: CJ5 101 CJ5 EJ58 :: :::: :::: EJ ............... EJ58 EJ7 J5 CJ5 •; n D 1tC:J3 EJ7 Ira EJ7I • ... ... ... ... 0 .F1G- w 'N J1 EJ7 aJ31 EJ7 ' EJ7 EJ41 : •• m EJ7 " EJ41 I EJ41 EJ7............ : ... ... ... ... .. ..: EJ41 I 3 :. •EJ7V X EJ41 EJ7V 11 EJ41 I 1 / 1 I 1 EJ7VA I 1 1 EJ41 ; ; ' I 1 EJ7VA CJ31 .. :: ..'. 0 ti✓Ar J11 EJ7VA ... CJ5V EJ4 CJ3V A (2) CJ3 CJ1 �,� O n w cn Ij Ij LI Ll y ` w ✓A CA � (7 A A S3 &(2) CJ1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 112" 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% 8-1Od H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5l8" ANCH. /(20) 10dx1-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 305 5/8" DIA. BOLTS TDX2-TZ 2345 — 12 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 116511070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 -10d P HU 26 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 1Od x 1 1/2" MTW12 1195 1005 1 14-10d x 1-1/2" S MTS16 1000 860 14 - 1Od x 1 1/2"' MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-114" TITENS LUGT2 1850 1810 (16)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 10-10d SPT22 685 8 - 10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS — ROOF = L / 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 (e) e) (A) c+ 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 1 OR 2 PLY CPRIER� - A) INTERSECTIONS. SPLICING / 2 x CONT Lt�tGaEERR TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NU I t: 5tt 5htt I D-1 rUK KUUF FKAMINU DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN. 0 z( Z Q J z 4--J w p "U Ow Lv 1 E 0 o0 U W a) co Ltl co ® r— E mvM = ai U FL00 a°i �C ran -1, o Ln 0 'T Q rn rn< A I B D. 'V , `�!1 ... .N CO Ncq oo A� 4 r .L m ..,`, !� U.v tpq N 0 -aU) (3)0 Nm '0 c�lr V aE0'. LLW a�QN M -� N To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O a) N r,-i � p r>-i M O Q in 1`0 Lfi a V) a) 0 Ln Q F- Q 01- U a00 Q %..0 Z J � W 0 30 Lu z Qa z <o�a: o: z�0 U z 0 Z Q a.�MaWLu z W �Wo L o� Z O J T Q x w z z IL tN o O O �< U = J V- L.L x o9 aOR ZO M 0 -' O o o O Wod U 2 m � y.� T�. L� O¢Oa w < Z J Qow3 1 ` `X �°�o Z z a J r'� W W =quo pwu 0 YQ Lu 1� Ln Q z Z Lu �Zz o —t = a z a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO. 10 SHEET NO. 7.0 'S I I _ I,l_ _ I I I I I I L'IL -_ I I'I _ I I I I _1 1 _ I 1_ 11 1 I II i_ 9_ _ __ I _ 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 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and AC1530 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 vertcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 a e vertical load Safe horizontal load \— GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE —CREPE, QUALITY 0 0 8F8-1 B/1 T 8F441B/1T8F401B/1T 8RF400B/1T 8F321B/1T a IC E i III 00 no F mom E UEDWITAI IVIv I T r.FILLED REBAR#5(1) MIN. AT Q'D (1) REO'D ALTERNATE POWERS F =FILLED WITH GROUT /U=UNFILLED CLEAR EAR STEEL LINTEL n = R RECESSED QTY. OF #5 ° ° REBAR @ BOTTOM ° OF LINTEL CAVITY 4 ° M.U. #5 REBAR AT TOP G j Lu ° MIN. (1) REQ'D 1-1/2" CLEAR ° 8F 16- B/1 T U O` F Q z f V " ° ° ° � z ° ° GROUT tNOMINA C.M.U. QUANTITY OF 5 REBAR AT WIDTH #5 REBAR AT ° BOTTOM OF a w i uJ Q - TOP ° LINTEL CAVITY o O h W NOMINAL- -BOTTOM o o z o — HEIGHT REINFORCING < ¢ C7 Co "-- 7-5/8"ACTUAL PROVIDED IN Z o W Ln 8" NOMINAL WIDTH LINTEL Q -- Q 3 m 1- io. °a �. C 5 REBAR AT BOTTC AS INDICATED (VARIES) a ir o MATERIALS c�calintels = 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. 7132 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturers specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications i F j F 5'-10" LL 6-6" LL F B 5'-10" LL F 17'-4" LL E MIN. LINTEL PLAN SCALE: %4"=1'-0" Z 0 0 Z Q Jtji z W (n i--J w M �U — 0 LU C I— E 0 t/ i ~ o 0 (� U CO N u, M LLI r. — U C W M O Oo s, `' l"- = O ;. Ua) c- cZ 00 LvY Q m (no-o Lo OV 0) Q O A 1 B D® Bo. io oAit� P 4j M cp. 6 CD J W QLL 0 Z0>v Q 0. ctLO. m�ry Z � W i 04 . CCC❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O N r\ F" 4-J O > (n M F--t M O Q D Lr) Za •L Ui Q U- � QY V fl. 00 Z ? f0 LU LU J�� 0Z O S w0 Z a f a tj O Z V O � w � F S 0 w Z Lq Lo Lo OaW'�o W mZpp L 8'-" Z O > Z Z Z Z a UU = a_ W O W ¢ O 1OZ = Q .I O Z C x: ouO O g a'p]J N J o¢oa a<a3 � W ~$ Q Z �28 Soo Z W J �^-I Lf) LLJ W O r-i �- 0 Lu O >< 4 H ri Ln Q Z Z W V) Z z 0 r� :5= a z SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 10 SHEET NO. 8.0 II I 1 I ! I - NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2 THAT PRESSURE TREATED LUMBER T HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED R A PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST, 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 I THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE C S S 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 0N THESE S ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES 12 INCHES (9141 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 Y INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-11, ASCE 51TMS 402-11 & ACI 530.1-11, ASCE 61TMS 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/T'MS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1. 2. 6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1. 3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1. 3. 3. ROOF D FLOOR OP DRAWINGS ARE TO BE SIGNED AND SEALED BY A ALL R AN TRUSS SHOP FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING P BRA REQUIREMENTS, BEA G POINTS, BRACING REQU , AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. IT F REINFORCED CONCRETE: UN WEIGHT G 0 ORCED CONCR 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: 95 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2" C-I-P CONCRETE NOT EXPOSED: 1 1 Yz" GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. 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-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E =1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 417. STEEL: Fv= 285PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and -treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed m hin V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering andfinalearth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If r@inf II occurs before vapor retarder placement, retreatment is regwreT 9. FRC R318.1.5 - C n rete over our Ind mortar along the foundation perimeter must be removed �iei lore exte;por sotreatment. 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 i licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5'-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V = 140 MPH) TYPE: 5B SINGLE 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 18,, DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. CD2 z0® zZ Z Q O J r2 cn 0 L11 E E II/�) v' � 0 O M o LL,ctoM - M O o 0 i�� vi = \J N td Q O o x Qo� LO ' rnQo A1 ``BDc O co LN .� .tf 13 $ o o rZ o (h N � Z N 0LL j 04 Lij: Z 0a Y• f �l ,n�aQ10 11�u;. Z m _ ig a�..N� �. W N- o•� �•'�` To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 N i--I 4-' O r>-I �n M O M Q V) M L0 r2 � •L Q LL Q �. rY 170 U Q 00 Z E`. ~ J O W oZ 0 t5 zaa f �z<�a P°0, �WX �owZ 0 J o-O�n Q V of LL N w (� 0Wo oZ L w F' z z >o a rl 0 Z t= �.�/ Ce n3 O 0 Z U = F- Z:)<R J o� ZO 0 M 0 Cr xO`� I - U Y m PV I\ � Zaoa 5- Z J a Q F-�E0 Z a o W �^-I 0oZ =oZU W Owu Y W ri G Q Q Z <"Z *k Ln z a" `z rn T a Z f rl acn. SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 10 SHEET NO. SIN C GA — — J • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2) 16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2) 16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING w c7 ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + T + + + + +io T + + + + + + + + . + +' + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 11 -0 (TYP.) + + 6'-0" + + + + + 6'-0" + + + + + + + + + + + + +++ + + + + + + + + + r + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + zo + + + + + + + + + + + + + + + + + + + + + + + + + + + v-' — 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (1.1103 SECOND GUST EXPOSURE "C" WIND ZONE l 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS OU rSINU OrIMIN NAIL0 LW U V.V. CVUCO Of 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" orp 5000s 1.8/1.7 nel wood panels Two 3/4" wood panels or 2 x _ P 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 2x _ + 5!8" or 3/4" wood panel 902.0 2x — lumber Double 2 x — lumber FILL CELLS STD. 90° HOOK r- BOND BEAM v7 w cc a STD. 90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D FLOOR COLUMN AND 1 `/—PLYWOOD SHEATHING PER PLAN CONNECTION TO BE CUT TO ALLOW ,�TJI FOR BLOCKING/TJI "MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) N.T.S. 1/8" min.) Small gap 2" min. Filler blocking 1/8" gap + i � 2" max. 4" max. Web Stiffener Fastener Schedule _ Joist Bearing Location _ - - Series End Intermediate �� / _Depth _ - ®_ 9-1/2" 2-8d _ BCI5000s 11-7/8' 2-8d 2-8d 3-8d T Clinch nails � � - 14 2-8d 5-8d �/ 9 1/2" 2-8d 2-8d when Y ' BCI 6000s® 11 7/8�� 2-8d 3-8d possible / / - BCI 6500s@)14"- 2-8d _ 5-8d 1) Support back of web during nailing to prevent damage to - -- 16" 24d _ 6-8d 3-8d web -flange connection. 9 � /� ll T - BCI60SO r1116'8 5-8d 2 Block solid between joists for full length of span. 1 9 P Tight fit g 2-8d 6-8d 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. _ 11-7/8"3--16d_ 3-16d _- 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener — 2" min. BCt 90s® 14" -�16d _ 5-16d 2xrequired when Indicated or max. 16" 6-16d 6-16d_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING %" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR Boise Joist Blocking BEARING Use 3" (10d) nails at 6" o.c. Vertical load transfer =1900 pif max along load bearing wall. Load bearing walls Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building �T code for appropriate i1/16" details in One 10d box areas=20 of high or-20 sinker lateral toad. nail each side at bearing. Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES ---� DO NOT cut, notch or drill flanges higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls: -for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 3" max JOISTS OFFSET Provide adequate bearing Use 10dx3" nails at 6"o.c. for all joist for each lapped joist. blocking panel *Non -stacking walls 10d nails 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) 6" A 1Y2' ROUND HOLE MAY 6" 6" 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1)/2" Any 16" joist Span (1t) 8 1'-0" 1-1" T-3' V-3" 1 2" 1' 2" V-T' V-11" 24" 2-9" 3' 2" 3-7' 12 1'-0" 1'-1" 1'-2" 1' 2" T-3" T-9" 2-4" 2'-11" 3-7' 4' 2" 4-9" 6-4- 16 T-O" V-1" 1' 2" 1 2" T-T' 2'-5" 3-2' 3-10" 49' 5'-7" 64" T 2" 20 T-O" T-1" 1'2" 1 2" 2-0" 3-0" 4'-0" 4'-10" 5'-11" 6-11" 7'-11" 8'-11" 24 1'-0" T-1" 1 1'-2 V-3" 2-6, 3'-7' 4'-9 6-10" T 2" 8'-4" 1 91-6 1019" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE *2" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. N.T.S. U) M 5/8"1 THE BOL R TRUSS 'OP PLATE �I 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 MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS Backer block (12" wide min.) _:;TLTT�r1 1� Nail with 10-10d nails. I I — Install tight to top flange. • ' SLEEVE THRU STEM _ SEE PLAN FOR °. ° ' • ° Joist hanger FOUNDATION INFO a. ° d ° STEM FOUNDATION Filler block. GRADE REINF. SEE PLAN Nail with 10-10d nails. Backer block required where top n mount hanger load exceeds 250 lbs. �a Install tight to top flange. d d Q 1/4"-2" gap ii '' � ' —III— • v °.' r ✓I 1 2 #5 REBAR 2 Backer Block .l -� 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 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height TYP. FND. PENETRATIONS requirements j� -0.6 X Joist SCALE: N.T.S. p ✓ j depth L� I -JOISTS BUCKETS N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN NOTE: LOCATION OF UPLIFT VALUE SECOND RT16 IS BASED ON S.P.F. 0 USP RT16 USING ®` 16-8d x1 1/2" NAILS ' a� UPLIFT = 1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION PLUMBING LINE TOP (2) #5's x 4'-0" CENETERED @ PIPE PVC OR SCH40 SLEEVE PENETRATION Z O .d r Ill— •. • W `�— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENETERED @ PIPE PENETRATION q d a PVC OR SCH40 SLEEVE PLUMBING r— UMBING LINE d L. d _.� t G'd d ZD z 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 C .d A, . IP14E-EG \\ d C d d A SEE FND. PLN. SIZE & REINF. (D" zo z z� Q ❑ I� Z C) cn i--J u (10 p °U — LU � E 0 �M � o U W aD M C) MM EO — U T :2 M O O O U_ 00 Uca aa)) C � n o O Y a� Lo V �Qo B D• w 04. ;G co m o.o�rn N bp o. M.ry h Z Z y CO5 FL - C - C LL ! U_ (w '' W Q N" M N CD k,) a�1 Z,. �0, U,W n O 0'o-• moot r ZU) E0 Qua ate.- W �`.`. 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 Z NO O N N F. 4 a-'' p M O I> -I U-)fQ II a � _ Q C U_ Ln C' , M 0� U o- � z z E § M Z WJ C:) oZ Za f r~ Z a d U Z 0 Z Q �owZ W X J a0(n OU � LL N W u) Co oZ L W zz > U z }: f— j r� O w g� z a _ S 0 O U T U w w LS �u rn N O C)x ¢p 050 O U�m� d � a y� TF (V A I\ � Za oa t� 0J W C Z Q �o3 w Q f z W � Lr) "o o L:ij LLJ Q Z -,z,J o w o °xa of ~ o W l0 Ln z �Zz _ aZ a to z SCALE : AS NOTED DATE : 2/24/2014 TECH: EPAND VERSION N0. 10 SHEET NO. SIN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 �(TYP.) VARIES / INSU 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE 7' @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL (1) LAYER TYPE II (#30) UNDERLAYMENT FOR ROOF PITCH >4:12 (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF PITCH 4:12 OR LESS. PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH ;TRUSS (SEE UPLIFT SCHED.) W/ METAL PL. UNDER EA. TRUSS MOISTURE BARRIER /--SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF NAILING SCHEDULE ON SHT. SN1 ELEV. VARIES ALUMINUM DRIP EDGE ALUMINUM FASCIA %12'N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"1 KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT 8" C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.-/ (1) #5 VERT. IN FILL 1/2" GYPSUM WALLBOARD CELLS (SEE U.N.O. FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER r/,j, 4"1 INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB AT GARAGE CONTRACTOR MIN PSI MAY VARY PER TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 a NOTE:EXTEND W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" BELOW GRADE E N ' ° D CO Z D 00 6 MIL VAPOR BARRIER D —I � • • — N COMP. SOIL. (COMPACTED TO 95% MODIFIED PROCTOR i ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. STD. 90 NOOK (SEE ON 3" CHAIRS TYP. 4" 1'-4" U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE ---\ (2) #5 CONT. ON 3" CHAIRS (TYP.) D BEIM m .D (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ 8'1 (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE _ 6x6W1.4xW1.4 WWF OR FIBERMESH .A . . A. . 1 8„ 1 .1-4' .1 . 8„ I TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT rG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 0 5/8"OR 1/2" HIGH STRENGTH -� (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) - S.P.F. DOUBLE 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 1/2" CDX PLYWOOD OR 7/16" O.S.B. SHEATHING REQ'D. FOR ALL - EXTERIOR OR SHEAR WALLS AS INDICATED ON THE PLAN. ATTACH SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @ BOUNDARIES, 6" O.C. @ MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/80 x 10 J BOLT @ 24 O.C. W/ _ 2"'x3/16" PLATE WASHER (TYP.) _ T (ALT: 1/2'1 " TITEN HD @ 24" JI `' ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. " " ° @ 24 O.C.) 2 0 �31/2" MIN. a ° ° < ELEV. 4-3 1/2 Z n d d d 4 2x4 CONT. d A.F.F. O 0 ° d o ` ° 1L=1 I� I'31/2"(min.)- 4 a O 60 a 31/2"(min. -4" �=LI1 -I_ - GARAGE DEPTH VARIES 9 ^ G _ II-1 llL I II�� 1 Aii� � d .. � � �1I- I I GARAGE SLAB AT STEP rB SCALE: 3/4"= V-0" S3 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD SEE CC/S3 OR N #5 VERT. IN FILLED CELL G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON WALL SEE GG/S3) @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR 'USP SPT22 TYP. S6PACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL Z FOOTING MONO SHOWN00 ° FOR CLARITY p o ° � I III —III III —III III I ° III III —III III III —III- P° I1—i ��—I =1 NOTE: d � 4 III III=III-III III= I I=- iv 'FOR BEARING WALL III= -III-III III=' T W/ UPLIFT ONLY _ l l-1 =1 I-1 I i 11=1 =1 FRAME WALL TO C.M.U. WALL CONNECTION SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4" GRADE 00 -(1) #5 REBAR w/ OPT. I I IUE I 11— I I— I1-11=SC,�tEIV ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 r BLOCK WALL BEYOND BLOCK WALL BEYOND EXPANSION JOINT _ C - 14 O.H.D. RECESS z 13' O.H.D. RECESS _E M • a.. 4 I � I 1 ' 1 e II I� •.e� .�� — SEE A/S3 OR J/S6--� FOR REINF. INFO. 3" MIN. CLEARANCE 1-4- (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SEE A/S3 OR J/S6 � -II i I I� i I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ THIRD POINTS (2) #5 CONT. "' l l l "' "' " U.N.O. 1'�11 MIN. TYPICAL BEARING WALL B STEP an SHEARWALL "SHEAR WALL" SCALE: 3/4"=V-0" 0 2x STUDS @ 16" O/C I<SULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER 5/810 x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. @ K.O. BLOCK MIN. 2500 PSI CONCRETE SLAB W/ SP SPT22 @ EA. STUD 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING FIBERMESH EEP SCREED INSTALLED BAR � EPER MANUF. #3 OR #4 REINFORCING BAR GRADE 40 MIN. Fy= 40ksi z_ #3 & #4 LAP SPLICE FINISH GRADE 00 [GRADE 60 MIN. Fy= 60ksi] M — D D • 25" MIN. LAP [30" MIN. LAP] 1 �I — 6 MIL VAPOR BARRIER I I ; o e. ° — I °° R 1 I. I I N z T #5 REINFORCING BAR 7/8' -� #. l AP SP1 ICF COMP. SOIL. (COMPACTED TO III D II 1 95% MODIFIED PROCTOR ASTM_ D1557) 4" V-4" TYPICAL EXTERIOR FRAME WALL FOOTING TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH -- `-TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW TOP PLATE 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. CONNECTOR U.N.O. {1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". 4NSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"x 10"'1 BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR :::2 2""x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE O.C. OR 5/8"x10' WEDGE ANCHOR �6x6W1.4xW1.4 @24"O.C.) 2�� 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH 3 1/2" MIN. Go SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB Ol J/ CONT. BEAD SEALANT INTERIOR 2X STUDS @ 24" O.C. U.N.O. GARAGE CONCRETE NAILS W 1 1/2' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. ` W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB � 6x6W1.4xW1.4 N M WWF OR FIBERMESH OP €_ M 6 MIL VAPOR =1 '�I _! 7- -, BARRIER=''=1-III -1 ,1 IIII IIIII I�Illlllll 11 11 =_. -; 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D U w —( L1�1—I I I l�� D • I— (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'1(2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) s E 6x6W1.4xW1.4 �, WWF OR FIBERMESH M � D. O II ► rIPI11L (2) #5 CONT. =1 I — ;1 ON 3" CHAIRS (TvP ) 8" 101, #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES SEE PLAN FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN 1 1/2" RECESS FOR S.G.D. (U.N.O.) 6 x 6 W1.4 x W1.4 WWF OR FIBERMESH Z` 10d NAILS TO TRUSS TOP CHORD FOR TRUSS M AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° & LAYOUT DESIGN ° - - TOP OF BEAM SEE ROOF PLAN - ° A ° a I, ; FOR STRUCTURAL v �, - , , , ; I 47 BEAM SIZE & I I , W 2x4 P.T. i. .-I CONNECTION INFO Cl) � PLATE � ' O.S.B. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16 O.S.B. SHEATHING SEE A/S3/J/S61, COLUMN LOCATION Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 w SCHEDULE Cr SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. :� W 55 W SLAB STEP & RECESS S.G.D. rM SEE STRUR PLAN FOR COORAL COLUMN SIZE SCALE: 3/4"=V-0" S3 & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1/4"xT TAPCONS AT 8" O.C. 0'-0" FIN. FLR.lip •0000� .�. ���o TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS � TO FOUNDATION PAD CONT. FOOTING STEEL MAT REINFORCING. r ' 00 GRADE_ - a M C7 III — Z F- w o III=1 I I I=1 III ! w 0cwnW w=i _ T 0 v o z _III=1 • �' • J a -__ -__ - z z I1-1II4 III —III=1I = M LU= FOOTING -1 T3"MIN Q - BEYOND PAD REINFORCEMENT -=1--i(SEE SCHEDULE) . CLEARANCE FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. S3 0 z( z° z Q J CL �--� Uj � p U — 0 LU V) ~ E 0 m '- i� t/i o 0 m04 � L LJ r- M o 10 '0 O o 0 4i = Oj L 11 OD co aoi Y CL o 1.0 o v' Q rn M 0 A 1 B Do "o . w �g�o � v ugo Yz ¢°tivZ.o, N �' N N-•r,Y � J Z .e 1t4v /mary oY Ii 3 Tti N O O W Q> J :3J LL C LL O W L U) 0) ) Z Q .Z V O s. LL �; "W, f - 0'.10 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O4_j_''p II �>i U0 M O Q V) rO U) Q L a F—,^ U a 0 a E� Z J W � d' �J F- oZ �o 3� w � z a <a ~ C/) J a�a 0: F ��U0 U W ..z 2 w O�t�l N w F W O oN L Yo az S r z W a � g a z ,--I 0 S 0 o J U = Q Q z Ou- ago M C) J O U P xo� O 0 �<0 N U oa z J Z J z a < Q owe i:u-�o �o�o Z Z LU r�-i u> I1J gaff >( Q WZ 'z J LU z C)aa Q Z it ~ o Z 5i VI Ln M LU Z ao O ^ J = r, •-i a cn SCALE . AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 10 SHEET NO. S3 (MONO) (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 EVENLY PLATE HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES\-2xBOTTOMPLATEW/(1)10d@8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 12 SEE TYPICAL WALL SECTION (Np) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 10d TOENAILS T&B AS REQ'D -=PINT EVERY OTHER ,--,,---2x BLOCKING @ MID } ST 4 UD W/ (3) Od 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 7BLOCKING (TYP.) �ROOFTRUSS 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4"FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" IM, WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 8STD. 90 HOOK 8., BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6'-0" WIDE (U.N.O.ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION LIELINTEL I LF NOTES: 10 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. VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'4" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. SCALE: N.T.S. S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL Cr \ T / o FORM CREATES CONCRETE RECESS TO J 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END MOUNTING BASE NOT SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN FOR CLARITY SEE DETAIL IN POSITION GARAGE ENTRY FORM DETAIL K/S4 SEAT FOR BLOCK IS POURED 2x6 MOUNTING BASE SCALE: N.T.S. IN PLACE CONCRETE GARAGE FLOOR SLAB -8x8xl6 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TROWEL FINISH SEE GENERAL NOTES GARAGE DOOR ROLLER GARAGE DOOR TRACK SLOPE FORWARD CONNECTION ASSEMBLY FOR DRAINAGE GARAGE FLOOR TRAVEL DIRECTION OF ! ; GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. a a d SEE PLAN FOR FOOTING Na 0 BASE FOR BOTTOM OF MOUNTING B E POURED CONCRETE B S DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. GARAGE ENTRY FINISHED MASONRY DETAIL P SHED FORWARD THIS DRAWING. SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" I I SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ CL DOOR OPENING DOOR OPENING EXTERIOR J ❑ Fii� WALL ❑ ❑ ❑ ❑FI-11- AV ❑ 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 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING -rt 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END 17 ° � WALL ° o DOOR STOP w 0 z4f Q MOLDING Z Q d 2x TOP PLATE V2-16d GARAGE NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" `' O.C. MAX. ROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE -WWII Iv"'r` REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL j TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 sr��N FFp��w 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 SIZE JACKS STUDS JACKS STUDS 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 (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR 1� GREATER HEADER (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'000iQ NOT REQUIRED @ BEARING FNiNG WALLS NOTED WITHOUT UPLIFT \-T. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 -USP SPT4 SPT24 2X STUDS @ 24' O.C. A 1 —y /8"x10" "J" BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE SECTION 2 P USP SPT4 (P.T. ATE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" 0/C 2TYP-)7yp) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. --CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (' O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - - - USP HTA20 @ EA. STUD 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 - 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 N �iti J G . ' 10d @ 8" O/C ATTACH ALL -' EXTERIOR STUDS W/ 4 16d TOENAILS TO P 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 uor- or- 1 w SPT24 JY')r 14 SP SPT22 USP SPT4 1 a ST - M. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SPT4 a 2X8 P.T. BOTTOM Fir E USP OC u�r �r 1 ff SPT24 ar ar t U8 SF TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING USP SPT22 /ASP / SPT4 a ° as G G nD 2X8 P.T. BOTTOM PLATE 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) f4 -10d NAILS 4" SCALE: N.T.S. 2X TOP PLATE OVERLAPPING I NAILS @ 6" 4GGERED 30LTS @ 24" O.C. kX 2X P.T. PLATE C ROOF TRUSS ABOVE 2X BLOCKING 0 (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING BEYOND. LPLYWOOD E 'LYWOOD FASTENED TO TRUSSES ° SHEATHING VITH 8d COMMON WIRE NAILS @ 4" S4 )/C BOUNDARIES 6" O/C EDGES g 18" O/C FIELD PLYWOOD SHEATHING MASONRY P WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. T4 MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA, ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY K"R SCALE: N.T.S. S4 O zco o Z Q CL z cnn/i'' � W cn .}� w 0 w C V) l E o � in co �v' F O o U m04 a)04 M w O) M 0.20 _ L U- co C 0ci O v Y Q ur) rn Q o A 1 B D® "D to c�°�co Z: °Ci t ems _l l Q. N O ;a Y CC Ul 60 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z O (3) I� M- 4 4-J p ( M O ro Ln az cn�� V) n Q � LL � V a00 a EE oo J Uj S oZ O Ln Wo Za <Q f� u J < Y d U4go Z�z¢ p w z O N W MWo OLn L y0 ¢U N 0 J < U _ C �x < ° o Y1:2 0 � O I- x 0 6 Yi2m� a a fV Q Zaoa QJ J DC Q ~<Z, Q � W f 5� 0 Yo10 Z Z W Lr) Q J �-{ Lij Q tii z o W o LL Y Q Lr)Z o z aJZ Z O LIJ 2 a0 LU SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 10 SHEET NO. S4 SEE STRUCTURAL SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NOTES AND NAILING SCHEDULE FOR BACKNAIL W/ (2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER7 @ 24 O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAL -SEE BLOCKING FOR OUTLOOKER ELEVATIONS) FIRST FOUR @ 24" O.C. SEE STRUCTURAL— ROWSOF 45° t 24" MAX. TOP CORD BLOCKING 45°txr 2X4 BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TRUSSES @ USP RT16 OR FOR FIRST FOUR END FASTENED W/ (2)10d FOR FIRST FOUR ROWS OUTLOOKER SCHEDULEFOR EDGESOF 2x4 CRO BRACE EQUAL @ EA. @ROWS OF TRUSSESSHEATHING 3"@ 24" O/C. CMID OFTRUSSES EDGESSHEATHING �tEA. DETAIL APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT 2x8 SYP#2 "L" BRACE TO OF SHEATHING TYPICAL E TOP PLATE 2"x4"CROSS BRACE TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER EXTEND @ LEAST 90% OF USP 2x4 CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT 8" FROM 48 O.C. EACH JOINT W/ 3 10d MAX. & (2)10d TOE NAILS @ '• AT LEAST 90% OF WEB 8-0 0/C. 2x4 CROSS BRACE @ WEB LENGTH &NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) RIDGEAPPRF. AT EACH JOINT W/ (2) ( ) EA. END @ 48" O.C. LENGTH (SEE TABLE) APPROX. 8 FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING — —� ATTACHED W/ 10d EA. END BLOCKING : 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYPTOP & • THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS TNT 4BOTTOM (2)16d NAILS ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2) 16-d TOENAILS 2x4 "TON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL - „ „ NOTCH L BRACE HERE OF TRUSSES FROM EA. END 2x4'7 ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 2 1/4" TRUSS) NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION LL SECTION 3 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J iv N SEE STRUCTURAL — ON SHEET S5 FOR N M M NOTES AND NAILING X-BRACING, AND TOP SCHEDULE FOR SP00 HGAM10 W/ (4) CHORD BLOCKING C SHEATHING DETAIL 4"xHGA WEDGE INFORMATION OLTS & (4) SDS 1/4" ill 1 1/ " 2"x4"CROSS BRACE 1 1/2 SCREWS WOOD TRUSSES fO �, 2 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END -- -- TRUSS SPANS 2x4 PANEL BLOCKING • ATTACHED W/ 2 -16d AT EA. TRUSS JOINT „ „ (2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF @ 48" 0/C FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. KIN 2x4 BLOCKING @ 24" 2x4O/C L (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 & 2 TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4"DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION rD COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) ISEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" = V-0" q_r, TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT IINIMUM 2x ;ROSS BRACING 3EE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rj� SCALE: N.T.S. 12 6.9 1 MAX. , S5 RUN ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) i \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 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" • (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD JACK TRUSS / SEE PLAN FOR CONNECTION 2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS SECTION g r SCALE: N.T.S. SS OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rm— 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"O/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS TOP CORD BLOCKING FOR V@EA. FIRST FOUR ROWS OF TRUSSES @ 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 V2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" 0/C SP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. L BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL yn GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL SCALE: N.T.S. , DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE J FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. S5 SCISSOR GABLE 'IT" BRACE r7 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" 0/C (TYP) z w BRACING W/(3) 10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. LU ---- 0 It C 0 w o m c o � 0 d w O o � 9 o ¢ � o CD� 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"4" (U.N.O.) "L" BRACE 24" 010" - T-0" T-0" - 6'-0" V-0" & GREATER .SCISSOR GABLE - (1) 2'W" #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 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 4'4' O.C. MAX. FOR 2) 7' 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 U' z p CO z� Q OJ O Ln (D-� w • U w 0 L I- E 0 v, (00 Vi m� U w a)M C' m CM U 6 O = ai p �LLm U� 0Qo 0'T y Q rn Lo CL rnQ o B D. t :- _ to N C0,12 � Z �W � � o -- 00 , , � to .. �U) MR < .0 n O To the best of the Engineer's knowledge; information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0.21, O >U)MO QLnrou') a � •L a v U_ 'n n- , M Q� U a r' Q � � Z WJ C:) 0z 3� �o za f� UzQCCa z�0, z w d tV 0 W Z W -w© O'n L /1 / r� z Q U z g� � Q a w O �--I S 0 U z J Q 89. Tc) a o P a Woos U a m J *k fV I\ zaoa LLI ce-o Q aoW3 Z Wogo Z LLJ L r) a J r-i Lij LLJ � oWo Q z Woo ¢<z Ln av z m O ^ g = az rn SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N0. 10 SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER P.T. TO SHT. SDW2-K1FOR TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. 8„ DO NOT DO THIS ♦ ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS CONN. DETAILS 1 X 4 1 X 4 #5 REBAR ♦ �P') ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16" 0 FURRING �� i 3/16"0 X 3 LONG FURRING " " O X 3-1/2 LONG TAPCONS FURRING #5 REBAR (TYP,) ♦ AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAP STAGGERED @ 16" TAPCONS STAGGEREDE2X'81X8 P.T. STAGGERED @ 16" O.C. X8 ♦ BLOCK@ SPACING „ 1 DETAIL O.C. 2-ROWS INTO 2-ROWS INTO \ PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL STD. 90° HOOK (TYP.) STD. 90^ ♦ �� 2x BAND JOIST W/ FACE NAIL 10d @TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1 x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON @ 16" Jr7 METAL SEAT PLATE 1X4 P.T. „ JAMB 1/2 ,� NOTE: O.C. & 4' FROM 3/16 x 3 -1/2 DOOR (REFER 1 X 4 DRYWALL DOOR JAMB (REFER EACH END W/MIN 2" EDGE DIST DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 DETAIL CONN ♦ LAP SHEATHING O BOTTOM OF BAND TO SHT. SDW2-K1 . . JOIST TYPICAL / FOR CONN. DETAILS i FOR CONN. DETAILS / 1 X 4 // 10d @ 12" O.C. FURRING 2X8 P.T. WITH 3/16"fd X 3" LONG TAPCONS +2r� NOTC Fes@ @FIRST COURSE - USP HGAM10 12" O.C. w/4-SDS @ 2X8 P.T. 2X8 ` 2x P.T. AS REQ'D STAGGERED @ 16" O.C. I ♦ JOIST & (4) 3/16"A-3N4" WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL +5A NOTCH WEB AT THE FIRST 2 COURSES ' ` BOLTS INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGSrC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1890 # FOR 2 STRAPS ES EMBEDMENT INTO BLK.) 1/4' MAXIr 2'41 8" 1-PLY PRE-ENGINEERED TRUSS SOLID W/GROUT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. 1/4" x 31/4" TAPCONS USP RT16M W/ ( )8 NA11 NAILS & (6) �' x 2T' e BLOCK HEADER ARCH BLKG. & BUCK TAPCONS .. 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1" NAILS AND 8d NAILS AT 8" O.C. AT BUCK (4) 4" X 14" 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 2450#]) BRACE(S) 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 1/2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. ' °... ;N : '. ' •. a 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 .. a OVERHAN .. .. �. CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHO\_2 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4"TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4/z WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REM. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x 0 (2) 10d NAILS @ 8" O.C. ARCH DETAIL J WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + + FNC, Ty PLYWOOD SHEATHING �- '� �- n 1 0 5 0 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4"MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED EMBEDMENT INTO ) PER NAILING SCHEDULE ALL TO SUPPORT4�1 • ° > ; >.. i4" MAX 2 -0 8" TRUSS + SOFFIT + ° a > D [:::IN #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS () + ° D' 10 ° e ° . 90' CENTERED W/ BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . , . > • . ° '4 TOP o 1 X 4 FURRING EACH TRUSS , a .' KNOCKOUT / N -- ° s CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2) 10d s CONNECTOR � - PROVIDE 2 x 8 DIAG. BRACE B NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) - � y MONO FOOTING •> •;• ' '• ° ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL SIZE AND REINF. PER PLAN AND SECTION DETAILS BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 - ° CLEAN FILL ° 2 x 8 VERT. BRACES) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .> • DIRT • D Z TO BE INSTALLED 4'-0" MAX SEE PLAN PRECAST LINTEL A.% °ffTANDAKRD o BUILT UP PLWD. BUCK - 7/16" OSB ARCH PANEL ' , HOON SCRIBE (NOTCH) BACKSIDE 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4/z ' "WOOD FOR OVER HANG FILLED CELL , . , �L �1, 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") , . L V J . v 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. f ,• "� ,• ' ,', ,• , , � ,• ,,, ,• ANCHOR INTO ARCH BLKG. F STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-g ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PER AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3N 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 E EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. THREAD ROD EPDXIED W/ } #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) OCCURS TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6-0" 5" EMBEDMENT & 3" MIN. o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP LL v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL o LL a A REINFORCING AS FOLLOWS: I— — — Cn 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. : SEALANT P a 5X6' * PRESS PANEL REINFORCING INTO PLACE. 6"MIN. LAP SPLICE W/ . —I I r °I v z Q EMBEDDED INTO EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL ° �1T "' FILLED CELL SMOOTH. DO NO FURROW. ° o N DRILL 3/4X6 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT g GRADE 0. SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP :^ O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M ° ° REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. C14 g \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS P ° TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° a �4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL > „ #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 C 16" MIN. COVER EA. WAY A SECTION I) 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 MANUFACTUR:=—R'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. (D z O z0 z� Q Oa- `� z Nn' CD w �U — 0 w o tt/i v , I OO m N U LL a, M OI f') O �ru — C, N M N O o o *r = (D U w LL 00 0 y 0 Q� d)Qa A 1 B D. r.p. t tied:: V � o� �•ros h� N 'M N 1 ti 3 i y d Wes, =0-.� fA' o��+ Z 12 2 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O I� O r>-I-i (n M O M Ln a vi Q (3)LL Ln V ru z F-� CL . 00 Q z�� W ko d' � Z ;R w za a f WQ0�x zoo Z Law x t0Wz K £ J a w 0 n W �Wo i oLn }o T� Qu fW g ON O 72 0 U = J �� o� �U_ o o M J O O xOcg Yuma W 0 N I� W Q Q c�a¢z Qao�3 Z zu T—i In OW W Ce a o ` L W w � Q =ate oWu o < a we lU .--+ Ln Q Z Z Q W z a< ZZ �o a Ln o J = z f rn ,--I a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO° 10 SHEET NO. SS CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1 -2002 MAYBE NAILED MAY B (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS--i COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. // I I \ 1 A CB DB- TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'4" O.C. EACH DIRECTION TYP. U.N.O. - 2x8 BILKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH v ITf * ITf 1_� TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. SEE ROOF PLAN � SHEATHING 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 TYP. �A TRUSS SSES (2) 12D NAILS —I AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL 2 SCALE: 1 /2"=V-0" VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) USP LSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER HIP G.T USP HD41011F BUCKET SEE ROOF PLAN FI MORE IN (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL r4 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 INDICATED ON BM. & ADDITIONAL INFO. SCHEDULE/PLAN 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR OPTION A SC EDUE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE INDICATD ON EM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT SEE ROOF PLAN FOR BEAM SIZE & SCALE: 3/4"=1'-0" CONNECTION INFO. I SEE PLAN FOR /� BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 6 SCALE: 1/21, 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS iC �C 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 CANT. IF USP JU26 OR IF 2 PLY SEE FLOOR PLAN FOR INDICATED COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 2X4 CONT. ATE CONC. MASONRY ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE T & B CHORD STEEL OR WOOD LAN BEARING SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS OR LOCATION AND INTO END OF EACH FLOOR DIRECTION (IF PARALLE TRUSS, 24" O.C. MAX. (AT SEE 2/D2 FOR BLOCKING EACH SIDE OF G.T. INSTALL A —A ALTERNATE BLOCKING CORNER SEE FOUNDATION (4) NAILS EACH SIDE) INFO) DETAIL @ INTERIOR BEARING 3 i511 PLAN FOR MORE INFO (MA TYPICAL)WALL SCALE: 1/2" = 1'-W COMMON B M . ATTACHMENT r18 WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-0" SECTION AT LOW ROOF g SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT CALF: 1/2" 1'-0" SCALE: 1 /2"=V-0" VARIES ....... ,,,�_�,,,,,��,,,,,, XX �� -, 2x STUDS @ 6O.C. ROOF SHEATHING SEE 1/S5 FOR W/ USP S T 2@ ATTACHED PER ADDITIONAL SEE PLAN FOR BASE & SPT24 @ TOP NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING INFO. 4" O.C. INFO. 2x BLOCKING BETWEEN 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER STUDS TO TRUSS W/ (2) TOENAILS TO TOP —� —✓ SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAILS EACH END PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE ( BETWEEN TRUSSES (2) STRUCTURAL SHEATHING NAILS TO TRUSS \ SPF TOP INFORMATION. J/S6 FOR MORE GABLE 12d NAILS TO EACH ATTACHED PER NAILING LOW ROOFMALL VERTICAL STUD BOTTOM CHORD I PLATE INFO. TRUSS ) SCHEDULE _ SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d 1 NAILS @ 16 O.C. ALONG W/ 1 VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD - USP LSTA30 OR � USP MTW12 TO BLOCKING ROOF SLOPE MTW12 TO FLOOR (2) 16d NAILS TO r r BELOW @ 16" O.C. GIRDER BELOW @ 16" EACH COMMON 1 1 OR WOOD TRU WALL S. 2X4 CONT. W/ 2 —\ MIN. 2x4 #2 SPF STUDS @ O.C. TRUSS/ FRAMING -r O 16" O.C. W/ EXTERIOR TYP TOP & BOTTOM r SEE PLAN 16d COMMONS NAILS EACH SHEATHING ATTACHED r (3)R d NAILING TO & HTA16 @ 4 0 O.C. TO GABLE PLYWOOD a MASONRY WALL BELOW: USP STUD TYP. T&B FLOORING ?_ —TRUSS OR SEE PLAN FOR PLATE BELOW - - MASONRY WALL TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE �/ MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a TRUSS / X a LOW ROOF TRUSS W/—/ COMMON TRUSS (2) 2x6 BLOCKING UNDER MASONRY WALL SEE FLOOR G.T. W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR @ 3" FROM EACH END & DIRECTION CONNECTION RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE p 16" O.C. MAX. '<. FOR CONNESEE ROOF CTION EXTENSION SEE TRUSS JUS24-2 EACH END INFO. SHEAR TRANSFER ' SECTION @FLOOR ANUF. SPEC'S FOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=1'-0" DETAILS & SECTIONS U z� Q O co z L/) U Q) C w M o O LU Ul) C ►- E 0 U)a Vi U w CD CO c m M ~ ° — 0 ECM O o 0 _ U in r LL ao 0 aoi ti CL �[ Q rT u7 O V 6) Q O B Dm fI `10 V. 'M CO o _ 8z 00 J o. _ iL E . c_vQ 0 N m o 3 O. •. Uj To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1i O O Z N O I� > U-) in O Q (0, ra Ln HLL a Q U �- 00 Z WJ CD 0Z EO 3� �o z a f w¢�o S° ZBwcg w z t�OJw aw0'n w HwCo z y L Z oN Z z } O > O az z T� V ■ U g� a yn 3 w S O U = C J > w �OR o CYl O J O W H O � co N Z Z Q O Q w J Q z Wo90 z W Lr) LJ1 Sat= J w� �, o w o L T /r--I W G Q Z a 8 Q z z aU) J Q `Z O ^ S = r n SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION NO. 2n0 SHEET N0. D1 I I I I 1 ll'- L 'II'itl 1 I THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WE ✓E BARRIER & tARILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI: UNDER DECKING (SEE DETAIL WP07) ED FLASHING L SELF -ADHERED FLASHING DOUBLE JOIST I SINGLE WOOD BEAM JOIST BELOW NOT USED SELF -ADHERED SELF -ADHERED FLASHING FLASHING SELF -ADHERED FLASHING DECK JOIST 0 Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� 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 /0 SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 SELF -ADHERED FLASHING FOUNDATION WEEP SCREED OUTSIDE CORNER ' ' • 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 Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING mo RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE - SELF -ADHERED FLASHINGI- ®RN SELF -ADHERED FLASHING INSIDE CORNER SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) �Ground7 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 ## in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material I x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster in accordance with ASTMC926 WEEP SCREED DETAIL NOT USED . NOT USED \ I / SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all U� Z o - o z� Q J Q a--J w (10 p �U - O w 0 E rr^^ �v' F- (6 OM o m ti U LU WM C@ co E k W m2 0 co = U� U_ co 7 0CL0 Y Qrn 0 O : rnQo A1 B D. N`a°` IV, N N 1� N _ v mCN � y 00 0 00 JA 0 Z IW �NrnZ �� J W Q M N m mW LU 01- UJ a W 10VQn.- ZC�rnm= Z .n p 2 9' o O X m DoN� V m ��� IL a a� W ,<Nw N co J 0 C) 0 U F- ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z cV O a) N ,-1 4-J O 4 ►>-i (n M O QU-)'pLn Z a to U-) Q a Ln U Q� Q , E Z WJ � J OZ �o 3E c: p W z<a z� << +u<g, go goy p Z Z � X: J J H 2 N W mo 'ZZ 0 Zo i < w � z Z Z V' g� N O rl O s O .p_ Z Z < U = �f 8� a Ro ° o F-- Xos Q dirm.1 N oa woaWZ¢ Z Q ^ ~fo � Z oM0 Z f J '-1 LU Q LLJ Zoo � , o o w u l0 z <z aN V g Z J aW o ^ = to SCALE : AS NOTED DATE : 2/24/2014 TECH: ERAND VERSION N' 10 SHEET NO. WP N L C/) -00 U �, U N 2 USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report N Q- OStock No. Product Approval No. Basis Stock No. Product Approval No. Basis O A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 PRODUCT APPROVAL SPECIFICATION SHEET O ca. HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if o H0 28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 product approval number for any of the applicable listed products. HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 -0 E p HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 ICU HD0410 FL17241.5 ESR-3444 HUC0410 FL11468.11 SIM200804 HGAIOKT FL17236.6 ESR-3448 HGAIOKT FL11470.4 SIM200803 HGAMIOKT FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FLt 1496.1 ES-Ot 30 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single &Pairs of Doors FL11537.1 N/A (see inst sht) HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf HTW30 FL17244.8 ESR-3455 HTSM20 FLt 1473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210.2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 F L 17241.15 ESR-3444 LSTAt 2 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 Florida Metal Products, Inc Vent RV10 FL2075.1 N/A LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 O'Hagin Manufa cCn turing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 NIA LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT208 FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS20B F L17219.3 E R-0200 LTS 12 FL 10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 F L 17240.2 ESR-3447 A34 F L 10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTSt B FL10456.35 ESR-2613 MTW 16 FL17244.8 ESR-3455 MTS20 FL 10456.36 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 Repo rCIO CIO t GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H1 FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H 1 Oq FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RTt 6-2 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 ESR-2613 SPH4 FL10456.46 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPTB FL17244.32 ESR-3455 SPHS 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 SPTHB 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 HD08-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 Q THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHDB FL17219.8 ER-0200 LGUM26-2 FL11473.12 SIM200802 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 Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS -a 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 +55.0J-55.0 psf B. SLIDING General Aluminum Company Series 420l430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (BX7) 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 2. WINDOWS General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0l-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 7980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550l1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underiayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 N/A C. ROOFING FASTENERS NOT USED E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see cha rt B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 NIA C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber -TJI FL1630.1-FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 NIA Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-5/8) FL5450.1 N/A Powers Steel, Inc. 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 O Fr L L C O O I0- Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 .� U ��"RCl) �1♦ �= Building Codes and Standards ,/srzo,7 Building Codes and Standards g 1/92017 `v Florida Department of Business & Professional Regulation Page 1 of 2 `vin O U Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 9 1/9/2017 2_0 O FL#15000-R2 Product Approval Application Detail O Q C O FL#15225-R3LL I` O Code Enti or Date Date Date Pending Date Code Tyge Versio Manufacturer Entityor Contact Eno ineer&License By ate ate Validated Date Pending FBC Date FL#15332-R3Products 4-- O C �- j Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Validated Submitted Approval Approved Status O Revision 2014 Therma-Tru Corporation Rick Wri ht National Accreditation & Ran J. Kin P.E. 06l28/2015 06/13f2015 07/05f2015 Approved P Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, RE Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact �_ Design -tsu L � Category: Exterior Doors (419 298-1740 Management Institute 813 767-6555 ) 9 ( ) Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767.6555 Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Q� L g ry' SubCategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. SubCategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. 4 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, 12f31/2017 No Yes No N/A � O � (- Compliance Method: Certification Mark or Listing com Compliance Method: Evaluation Report from a com XO, XX 96&quot;x96&quota �0 -4.- Q Florida Registered Architect or a Licensed Florida 5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED XXX 12f31/2017 No Yes No N/A r /1 FL#15225-R3 Products Professional Engineer 143&quot;x96&quota _ V J Quality Assurance Approved for Use Approved for Use Impact Design 7 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OXO 12/31/2017 No Yes No N/A Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15000-RZ Products 8 SERIES 430/440 ALUMINUM SGD SERIES 430/4 quota SERIES 4301440 ALUMINUM SGD XXX 12/31/2017 No Yes No N/A 5 e. &quot;Smooth-Star&quota and &quotBenchmark by 618 and 8/0 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Quality Assurance Approved for Use Approved for Use Impact Design 143&quot;x80&quot; NON -REINFORCED Therma-Tru&quot; and without Sidelites. Inswing and Outswing Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 9 SERIES 430/440 REINFORCED ALUMINUM SGD SERIES 430/440 REINFORCED ALUMINUM SGD 12/31/2017 No Yes No NIA 8 f. &quotPremium Series&quota, &quot;Construction 6/8 and 810 Opaque and Glazed Steel Door with 12/31/2021 No Yes No NIA 1 a. &quot;Fiber-Classic&quot or &quot Smooth -Star&q uot; 6&#39;8 &quot;Non-Impact&quot; Opaque Fiberglass 12131/2018 Yes Yes No N/A XXX 143&quot;x96&quot Series&quota and &quot;Benchmark byTherma-Tru&quota Transoms. With and without Sidelites. Inswing and Door with &amp; withouOXXO Sid - Outswing (X OX with Transoms Outswing or XO, OXO, XX, OXXO Configurations) figu a ns) Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business &Professional Regulation Pagel of 1 Building Codes and Standards 1/9/2017 FL#15279-R4 Building Codes and Standards 1/10/2017 Product Approval Application Detail Code Entity or Date Date Date Pending Date Product Approval Application Detail Type Versio Manufacturer Contac Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15217-R4 Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 Approved FL#11537-R6 Code Entity o Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Exterior Doors 7 Inc. (513} 519-6566 Code Entity or Date Date Date Pending Date Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved SubCategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com mwesterfield@clopay.com mwe Type, Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Certification Mark or Listing Com P 9 Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Ted Berman, PE 07/2112015 07/21/2015 07/27/2015 Approved Category: Windows SubCategory: Single Hung bsiti 365-3300 PE-62514 (717) 317-8454 sitlinger@miwd.com FL#15279-114 Products Category: Exterior Doors (641) 423-1334 (305) 868-4707 Compliance Method: Evaluation Report from a SubCategory: Exterior Door Components nelson.kraschel@doorgro Florida Registered Architect or a Licensed Florida Quality Assurance Approved for Use Approved for Use Impact Design Compliance Method: Certification Mark or Listing up.com Professional Engineer Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-21`151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSF!-32 FL#11537-R6 Products FL#15217-R4 Products 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174; W5 Garage Door PSF Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Im Dec Design 42B, 55S, G05S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure ED5S, ED5SV 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of 12/3112017 Yes Yes Yes NIA 4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 12/31/2017 No Yes No NIA hollow metal doors. 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No NIA 53 053 W5-16 PAN-21`153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" 05/21/2028 No Yes No +30 PSF/-30 2 M, CM, and G Series Frames Three sided and four sided single and pairs of 12/31/2017 Yes Yes Yes N/A 7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 12/31/2017 No Yes No N/A 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 428, 55S, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF frames. Tansom frames. 8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI 12/31/2017 No Yes No N/A GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV CONTINUOUS HEAD AND SILL 108X72 NON 85 085 W6-09 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/42 9 SERIES GA 195 ALUMINUM TWIN SH IMPACT SERIES GA 195 ALUMINUM TWIN SH NI 12/31/2017 No Yes No N/A 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174; W6 Garage Door PSF CONTINUOUS HEAD AND SILL 881/8X72 102 102 W6-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (9'2" to 162" 05/21/2028 No Yes No +37 PSF/-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE&#174; W6 Garage Door PSF U) CIO Florida Department of Business & Professional Regulation Pagel of Florida Department of Business &Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Building Codes and Standards 1792017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 O Product Approval Application Detail Building Codes and Standards 1/9/2017 ■ FL#15278-R4 Product Approval Application Detail FL#15288-R2 Code Entity or Date Date Date Pending Date CIO Entity Date Date Date Pending Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15333-R2 Code Type Versio Manufacturer or Contact Engineer &License Validated ev Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlin er Luis Roberto Lomas Steven M. Urich, PE 9 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows Subcategory: Fixed (717) 365-3300 PE-62514 (717) 317-8454 bsitlinger@miwd.com Code Type Versio Manufacturer Entity or Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved Status Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Compliance Method: Evaluation Report from a Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved ■ SubCategory: Horizontal Slider bsitlinger@miwd.com Florida Registered Architect or a Licensed Florida Category: Windows (71 365-3300 PE-62514 (717) 317-8454 Compliance Method: Evaluation Report from a Professional Engineer SubCate gory: Mullions bsitlinger@mwd.com Florida Registered Architect or a Licensed Florida FL#15278-R4 Products Compliance Method: Evaluation Report from a Professional Engineer Florida Registered Architect or a Licensed Florida FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#1 5333-112 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12f31/2017 SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No No Yes Yes No No N/A NIA Quality Assurance Approved for Use Approved for Use Impact Design 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A FLANGE Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 72X54 Yes No N/A 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PWN196X48 12/31/2017 No Yes No N/A 7 1445, 5347 AND 5547 VERTICAL MULLION 1445, 5347 AND 5547 VERTICAL MULLION 12/31/2017 No Yes Yes N/A 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31f2017 No FLANGE 72X54 N/A 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No N/A 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No NI 72X72 FIN 4 SLIDER 108X48 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A 9 SERIES GA 505 ALUMINUM PW SE GA 505 ALUMINUM PW NI 72X72 FIN 12/31/2017 SE No Yes No NIA cn W SLIDER C C./ O ca O ry < L U O Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards 1/92017 Building Codes and Standards 1/92017 Building Codes and Standards 1/9/2017 Product Approval Application Detail Product Approval Application Detail Product Approval Application Detail jn FL#15272-Rt FL#5444-R10 FL#13192-R4 ■ Entity o Date Date Date Pending Date Code Entity Entit o_ Date Date Date Pending Date Code Entity r Date Date Date Pending Date Code Tm Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer&License Validated By Validated Submitted FBCApproval Approved Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/ 07/2015 10/16/2015 Approved pp Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Revision 2014 CertainTeed Corporation -Roofing Mark Harper Robert Nieminen John W. Knezevich, PE 12/14/2016 12f08/2016 12115/2016 Pending FBC Approval 9 pp Category: Panel Walls (ing) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 Category: Roofing (610) 651-5847 PE-59166 (954) 772-6224 SubCate o SidingSubCategory: g ry' pin gShen zhu 9 @lameshar Soffits nthompson@alside.com SubCategory: Asphalt Shingles Compliance markd.harner@saint-gob Compliance Method: Evaluation Report from diecomFlorida Compliance Method: Evaluation Report from a Method: Evaluation Report from a ain.com Florida Registered Architect or a Licensed Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer Professional Engineer FL#15272-R1 Products FL#13192-R4 Products FL#5444-R10 Products W Quality Assurance Approved for Use Approved for Use Impact Design # Product Model. Number Name Quality Assurance Product Description Contract Expiration Date U d fApproved Approved Use in HVHZ U pprovefor Use Outside HVHZ Impact �- Resistant Desi n -g- Pressure U Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sec or Quality Assurance Approved for Use Approved for Use Impact Design 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. &quot;2T&quot Soffit Vent or Solid Vinyl Soffit 12/3112018 No Yes No N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Q /11 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 2 b. &quot;Alliance T4&quot; Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A 1 CertainTeed Asphalt Roofing Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A Z architectural asphalt roof shingles J Z Q J d SHEET NO. PA 1.1 V!L L 2 Florida Department of Business & Professional Regulation Page 1 of 1 Q O Building Codes and Standards 1/92017 Co - Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 of 1 ,� Building Codes and Standards 1/92017 Building Codes and Standards 2/6/2017 Product Approval Application Detail (�� � U) -L-- CIO co Product Approval Application Detail Product Approval Application Detail FL#5219-R3 U - O FL#12328-R7 Products Code Entityor Date Date Date Pending Date O L O O Quality Assurance Approved for Use Approved for Use Impact sin FL#21675-RO Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitte �� FBC Approval Approved - Stat �$ 25— Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ ResistantPressure Code Entityor Date Date Date Pending Date Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved 0 LL 6 No. 15 UL Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 C6 O -6--0 y_ Co New 2014 HomeGuard Building Products, Inc. John Cheslak Intertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02/03/2017 Subcategory: Roofing Accessories that are an flvalidation@yahoo.com C/) M Q Integral Part of the Roofing System _ _ O Approved Compliance Method: Evaluation Report from a L L Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida U) -4-0� 0 r Q Search Criteria Subcategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321 Professional Engineer Co � Compliance Method: Evaluation Report from a m FL#5219-R3 Products Q Code Version: 2014 FL #. 12328 Product Evaluation Entity Application Type: ALL Product Manufacturer: ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use Impact Desian Category: 9 ALL Subcategory: ALL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Compliance Method: ALL Quality Assurance Approved for Use Approved for Use Impact Design 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile&quof; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Sea # Product Model- Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 8&#39;, or 10&#39, Wide Off Ridge Vent Attached to Product Description: ALL Approved for use in HVHZ: ALL 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A Wood Deck ToughSkin 30, ToughSkin 50 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A Approved for use outside HVHZ: ALL Impact Resistant: ALL Tile&quot; 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Wood Deck Date To: ALL 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12131/2019 No Yes No NIA for Shingles&quot; 8&#39, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/102017 Florida Department of Business &Professional Regulation page 1 1 Building Codes and Standards 1/92017 Product Approval Application Detail Building Codes and Standards of 1n0n017 Product Approval Application Detail Product Approval Application Detail FL#17202-R1 FL#2075-R7 Code Entity or Date Date Date Pending Date FL#16588-R7 Code Entity or Date Date Date Pending to Trsio Type VeRevision Manufacturer Contact Engineer & License Validated By Validate Submitted FBC Approval Approved Status Tvpe Versio Manufacturer ContactEngineer & License Validated By Validated Submitted FBC Approval Approved Status 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06122/2015 Approved PP Code Entity S r Date Date Date Pending Date Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVIL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Type Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Subcategory: Rodin Accessories that are an g ry- 9 acarter lomanco.com @ Affirmation 2014 O'Ha In Manufacturing, LLC 9 g' Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE g ry 06/17/2015 06/17/2015 06/2512015 Approved Category: Roofing (904) 783-8400 (786) 315-2590 Integral Part of the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 Subcategory: Rooting Accessories that are an clark@flamco.com Compliance Method: Evaluation Report from a SubCategory: Roofing Accessories that are an gdaniels@ohagin.com Integral Part of the Roofing System Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Compliance Method: Evaluation Reportfrom a Professional Engineer Compliance Method: Certification Mark or Listing Product Evaluation Entity FL#17202-R7 Products FL#16588-R1 Products FL#2075-R7 Products Quality Assurance Approved for Use Approved for Use Impact Desran Sea # Product Model. Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ for Use Outside HVHZ Imipact Resistant Design Pressure Seq ## Product Model. Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure Sell # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Deck -Air- DA-4 Low Profile, Polypropylene Plastic, Roof Vent 01/1012019 No Yes No +97.5/-97.5 1 0&#39;Hagin&#39;s Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes N/A N/A 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A Mechanically Attached to Plywood Deck. 2 OmniRidge&#174, PRO Vent PRO4-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. Cn (D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Q Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 3 FL#15076-R3 Building Codes and Standards 1/92017 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Eno ineer&License Validated By Validated Submitted FBC Approval Approved Status O Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04124/2015 05/11/2015 06/23/2015 Approved Florida Department of Business & Professional Regulation Page 1 of 1 Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Building Codes and Standards 1/92017 IN SubCategory: Storm Panels tim.robinson@gppent.com FL#7849-R9 Compliance Method: Evaluation Reportfrom a Product Approval Application Detail Florida Registered Architect or a Licensed Florida Code Entity or Date Date Date Pending Date Professional Engineer Type Versio Manufacturer Contact Engineer& License Validated By Validated Submitted FBC Approval Approved Status FL#15076-R3 Products FL#15088-R1 Revision 2014 Boral Roofing / MonterL'rfetile Thomas Jemmett ]CC Evaluation Service. LLC Gary W. Walker 09/10/2015 08/25/2015 09/20/2015 Approved Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Impact Design Code Entity o Date Date Date Pending Date SubCategory: Roofing Tiles thomas.jemmett@boral.co Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Type Versio Manufacturer Contact Engineer & License Validated By Validated ubm ed FBC Approval Approved Status Compliance Method: Evacuation Report from a m 1 20 Gage Galvanized Steel Storm Panels/HVHZ 9 Corrugated Galvanized Steel Storm Panels retained 12/31/2017 9 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/23/2015 Approved Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A SubCategory: Fabric Storm Panel tim.robinson@gppent.com FL#7849-R9 Products or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Design Florida Registered Architect or a Licensed Florida Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony - Shake, Slate &amp; Split Shake Flat Profile -Stockton 12/31/2018 No Yes N/A N/A Code Type Versio �� Manufacturer Entity or Contact Engineer & License Validated By Date Date Validate Submitted S n Date Pendina FBC Approval Date roved �� Status FL#15088-RI Products 14 900 Saxony 900 -Country Slate, Shake &amp; Slate Flay Profile -Henderson 12/31l2018 No Yes N/A N/A —r —� Quality Assurance Approved for Use Approved for Use Impact Design 15 Saxony 900 - Country Slate, Shake, Slate &amp; Split Flat Profile - Lake Wales 12131/2018 No Yes NIA N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12/21l2016 Validated Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/3112017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes NIA N/A SubCategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Compliance Method: Evaluation Report from a 24 Villa 900 Medium Profile - Lake Wales 12/31/2018 No Yes NIA N/A Florida Registered Architect or a Licensed Florida ^' W 25 Villa 900 Medium Profile - Denver 12/3l/2018 Profile Stockton 12l3l/2018 No No Yes Yes N/A N/A N/A N/A Professional Engineer 26 Villa 900 Medium - FL#15076-R4 Products Sea # Product Model. Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure 1 20 Gage Galvanized Steel Storm PaneWHVHZ Corrugated Galvanized Steel Storm Panels retained 12131/2017 Yes Yes Yes NIA 2 24 Gage Galvanized Steel Storm Panels/NHVHZ or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes N/A O or not by tracks to provide hurricane protection. O L Q ry =3 0 Florida Department of Business & Professional Regulation Page 1 of 1 L_ Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of2 Florida Department of Business & Professional Regulation Page 1 of 1 Cn 0- Building Codes and Standards 1/92017 Building Codes and Standards 1/9/2017 (D FL#12856-R5 Product Approval Application Detail Product Approval Application Detail (/) Code Entity r Date Date Date Pendina Date Tvpe Versio Manufacturer Contact Eno ineer&License Validated By Validated Submitted 04128/2015 FBC Approval 05/04/2015 Approved 06/22/2015 Status Approved FL#17869-RO FL#1999-R5 ■ co Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO 04/29/2015 Category: Shutters SubCategory: Storm Panels (954) 493-8551 PE-0046549 P E tomj@tc-alum.com (305) 510-8531 Code Type Versio Manufacturer Entityor Contact Engineer & License Validated By Date Date Validated Submitted Date Pending FBC Approval Date Approved atus Code Tvpe Versio Manufacturer Entityor Contact Engineer & License Validated By Date ate Validated Submitted Date Pendina FBC Approval Date Approved Status Compliance Method: Evaluation Reportfroma New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Jorge A. Pomerantz, P.E. 9 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved PP Revision 2014 ITW Building Components Group Inc. / Paslode 9 P P Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03120/2015 03/29/2015 Approved pp Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918-6473 (407) 681-1917 L.J. Professional Engineer SubCategory: Storm Panels Compliance Method: Evaluation Reportfrom a mikeb@allamericanshutte rs.com SubCategory: Truss Plates sleWs@alpineitw.com FL#12856-RS Products Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Product Evaluation Entity Sea # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Aoproved in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure FL#17869-RO Professional Engineer Products FL#1999-R5 Products rR ICU 1 0.050&quota Aluminum Storm Panel 0.050&quota Aluminum Storm Panel with Optional 12/3112018 No Yes Yes WA Quality Assurance Approved for Use Approved for Use Impact Design W Clear Panels Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 &quot,Safety Edge&quot Storm Panels &quot,Safety Edge&quot; Storm Panels, 28ga 12/31/2018 No Yes Yes +54/-54 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H &amp; S) Metal Connector Plate 12/31/2020 Yes Yes N/A N/A (0.018&quota&quot) Steel. 0 022&quota Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12131/2017 No Yes Yes N/A 2 TW BCG Hinge Plate Metal Connector Plate 12/31l2020 Yes Yes N/A N/A Q ^' W 3 24ga Steel Storm Panel and Non -Pert) Clear Polycarb (Full and Halt] 24ga (0.0232&quota) Steel Storm Panel with Optional 12/31/2018 No Yes Yes +100/-100 3 4 ITW BCG ITW BCG Wave Wave Metal Connector Plate 12/31/2020 Metal Connector Plate 12/31l2020 Yes Yes Yes Yes N/A N/A N/A N/A Z �v 4 Aluminum Hinged Storm Panel Clear Panels 050&quota Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Z Panel Q J SHEET NO. PA 1,2 p I 1 I — 1- - - - - Q to (D Q O -� N lL O Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 V ) W Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9/2017 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Product Approval Application Detail O Product Approval Application Detail FL#2197 R5 FL#1644-R4 _O Q LL Code Entity or Date Date Date Pendina Date Code Entity or Date ante Date Pending Date FL#1645-R4 (Q O = — ca Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status Code Entity or Date Date Date Pending Date CD p Revision 2014 MiTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA -The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved Ty ee Versio Manufacture Contact Enaineer & License Validated By Validated Submitted FBC Aporoval Approved Status .c/) Q Category: Structural Components (314) 851-7480 LLC. Category: Structural Components (541) 826-0200 Wood Association Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved Q L Q -�--� L•• Q Subcategory: Truss Plates desert@mii.com (205) 599-9800 Subcategory: Engineered Lumber oberttaylor@bc.com (253) 620-7467 Category: Structural Components (541) 826-0200 Wood Association _ (/) Q Compliance Method: Evaluation Report from a Compliance Method: Evaluation Report from a Subcategory: Engineered Lumber roberttaylor@bc.com (253) 620-7467 C_ Co Product Evaluation Entity Product Evaluation Entity Compliance Method: Evaluation Report from a t-.� �� Q FL#2197-R5 Products FL#1644-R4 Products Product Evaluation Entity Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impart Design FL#1645-R4 Products Seq # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 M18SHS 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 1 Versa -Lam Laminated Veneer Lumber 01101/2035 No Yes N/A N/A Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mil 16 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 1 AJS Joists Wood &quot;l&quot; Joists 01/01/2035 No Yes N/A N/A 3 MT18HS 18 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 4 MT20 20 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 5 MT20HS 20 ga. high strength truss connector plate 12131/2017 Yes Yes N/A N/A Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 FL#6527-R6 Florida Department of Business & Professional Regulation Page 1 of 1 Code Entity or Date Date Date Pending Date Product Approval Application Detail Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Building Codes and Standards 1192017 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07fO6/2015 05/12/2015 07/30/2015 Approved FL#158-R7 Category: Structural Components (253) 924-4084 (608) 839-1344 Product Approval Application Detail Subcategory: Engineered Lumber jim.anderson2@weyerhae Code Entity or Date Date Date Pendina Date Compliance Method: Evaluation Report from a user.com Tyne Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved FL#1630-RB FL#6527-R6 Products Category: Structural Components (813 621-4641 86 315-2590 ) (7 ) Code Entity or Date Date Date Pendina Date SubCategory: Products Introduced as a Result of cparrino@castcrete.com Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Approved for Use Approved for Use Impact Desian New Technology Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Compliance Method: Certification Mark or Listing Category: Structural Components (253) 924-4084 {608) 839-1344 1 it-evel Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A FL#158-R7 Products Subcategory: Engineered Lumber jim.anderson2@weyerhae 2 Microllam LVL board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Quality Assurance for Use Approved for Use Impact Design Compliance Method: Evaluation Report from a user.com 3 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A _Approved Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Product Evaluation Entity 4 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A N/A FL#1630-RB Products Quality Assurance Approved for Use Approved for Us Impact Design FL#6527-R7 FL#158-R8 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entity or Date Date Date Pendina Date Code _Entity or Date Date Date Pending Date 1 TJI 110 Prefabricated Wood 1-joist 03/31/2017 No Yes N/A N/A Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status 2 TJI 210 Prefabricated Wood 1-joist 03/31/2017 No Yes Yes N/A N/A N/A N/A Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11/05/2016 Approved Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved 3 4 TJI 230 TJI 360 Prefabricated Wood I -joist 03/31/2017 Prefabricated Wood I -joist 03/31/2017 No No Yes N/A N/A Category: Structural Components 9 rY P 924-4084 (608) 839-1344 Category: Structural Components (813 621-4641 ) (786) 315-2590 5 TJI 560 Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Subcategory: Engineered Lumber jim.a jim.anderson2@weyerhae SubCategory: Products Introduced as a Result of cparrino@castcrete.com 6 TJI/560D Prefabricated Wood 1-joist 03/31/2017 No Yes N/A N/A Compliance Method: Evaluation Report from a user.com New Technology Product Evaluation Entity Compliance Method: Certification Mark or Listing FL#6527-R7 Products FL#158-R8 Products Quality Assurance Approved for Use Approved for Use Impact Design 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 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05121/2017 Yes Yes N/A N/A 2 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A 3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A r_ board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03f31/2017 No Yes N/A N/A (D Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/92017 Product Approval Application Detail Building Codes and Standards 1192017 . r- Product Approval Application Detail Product Approval Application Detail FL#5450-R5 FL#1774-R4 Code Entity or Date Date Date Pendina Date FL#11383-R4 Type Versio Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Approved Status Code Entity or Date Date Date Pendina Date Revision 2014 Powers Steel Inc. William powers Steven W. Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 06f23/2015 Approved Code Entity or ate ate Date Pending to Type ersio Manufacturer Contact Enaineer & License Validated By Validate Submitted FBC Approval Approved Status Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, P.E, Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H HUYNH Florida Engineering 07/03/2015 06/24/2015 08/20/2015 08/26/2015 Approved SubCategory: Products Introduced as a Result of bill@powerssteel.com (813) 645-0166 Revision 2014 Powers Steel Inc. william powers Steven Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved — Category: Structural Components (813) 659-3707 PE-60122 Solutions New Technology Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, RE, � SubCategory: Products Introduced as a Result of precastgator@yahoo.com (352) 588-5311 Compliance Method: Evaluation Report from a Subcategory: roducts Introduced as a Result of bill@powerssteel.com (813) 645-0166 New Technology Florida Registered Architect or a Licensed Florida New Technology Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FLfl5450-R5 Products Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL#1774-R4 Products Quality Assurance Approved for Use Approved for Use Imp Desian FL#11383-R4 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVH Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Design 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels 01/27f2017 No Yes N/A N/A 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 consisting of preformed steel lintels combined with Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Quality Precast or Commercial Concrete Products O rtY Precast and Prestressed Concrete Lintels 05/25/2024 No Yes N/A N/A concrete masonry units rout, and steel reinforcing Y .9 9 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes N/A N/A bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. n, ^V/1 W v Ocia O L Q U O to ICU V Q VL m w� ¢ (3)z J z J SHEET NO. PA 1.3