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3173 Moulden Hollow Dr
MP S ONAIUNG REVIr:: 1, pATE + WORK S -L iQl CITY OF zEP 1 ,WORK FL PV)& a- Cnn � I P(,gNS E> 140NE HEj�,Ls AND TMF' Cl" !"=� Z�- R ;WDit ANCE. ABBREVIATIONS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Red. Radius ADJ. Adjustable Fig. Footing Ref. Refrigerator A.F.F. Above Finished Floor FIX Fixed R eq' d Required A.H.U. Air Handler Unit ALT. Alternate Galy. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Interior S.L. Side Lights g Cir. Clg. CircleInt Ceiling KlWall Kneewall S.P.F. Spruce Pine Fir CJ Joint K.S. Knee Space S.Southern Square Col. Column Laun. Laundry S.Y.P.ontrol Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Decorative T.O.P. Top of Plate Ded. Dedicated Outlet Max Maximum TR TOWEL RING Dbl. Double M.C. Medicine Cabinet Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Miaolam 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 Monolithicy. 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 WA. Wedge Anchor Fir. Floor Pit HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Svs Floor Svstem PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 ADDED VAULT. CLG. ISIINI /�R� 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 1 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 (D!� Z o Z (� z 0 N U N a--r w 0 Ow � = 0 o V/ Och O � m M ly E —8 C M M N; 9M 0 Ooo U 1 0Ya y Q rn U) Q < d N-C-B-D C , .g E r�m 1 • . P. $ O'er � ,, � N •.�� O r' C i. N M p VIiJ1 rz _ •o corn .. • ' ZVCL ,19 1 a�`N ESa\ ILL Z _;llilltl# W N Q M 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD Z NO 0 n > O M �V) MLLA a V) Q L- CL LL QC V�M CL 00 Q E Z WJ C:) tF' J R w� za f >- ~ 80 W W z z o�W F— $��g W N W co W o� ` V • = f Z a v, 3 M w �E � o � O s ULU o� Fv.ado ri&m Sao¢ Rg ^ �0go: Z � af2 J T� LU c L. 2 Y U ¢ Z <V !�Wz Ln Z —aZzg p n Z uJ SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. CS O OH.B. T EGRESS EGRESS O O PANNY 16 P I in AC PAD ----- — -- — N I I FIBERGLASSo� `° I A f� NQ - i SURROUND N S3 j RANGE: . �� `C m TYP @ 1 N o B STORY 00 20'-6$" t ! r 2'- - 10'.4" 1U'L. 2'� I 5�_ 1�� 11,_ 1, op by N Q TJ J I - I BEDROOM 3 I r BEDR OM 4 ¢ I O LO ' =umi A O TI ESI Kw/ ISP -- Ir r , -- -I -- CAFE CV I- 1 D.W., inlll r 111:1 I G. v t o "' 8'-0" CLG. PATIO Q I I —_ J � BEDROOM 8'-0" CLG. 2 CARPET I E a 8'-0"CLG. CARPET MC7 w r CARPET _ C — — —_ _ _ — — — �- 8'-0" CLG. �� z _ _ o I 0 L_ - _-- I CARPET t°00 I N 6� — �- • cA OPT. REF. j M - - ti I - ( 5068 B.F. 068 B.F. 4%0" 11-7 I 8'-8" T-4" 14'-6" I 5'-4 7'-6" N V-10" 4'-7" 6 r LAIW r rn --- - R&S ---- N -------R&S------ N 2668 _� 2668 1 r fV _ _ _ - Mir HDR AT 7'-4" 23'-08 7_8" 10'_10-8 0" 5I I190 tv —T I O (D n ; ENTRY r _ - I FAMILY R M 9'47 CL _I 3068 V-0" CLG.LO 2:12 VAULTED CLG. r O tomO 9'-4" CLG. s - N I CARPET q r q 0 R.A.G. - (4) 2x4 #2 SYP _ b K STUDS W/ USP CC G.T. 1— S3 HTT4 @ BASE S3 S3 - r �I I AHU ----- ----- NOTE: FiNISHED I I I I I • ii�N 8'- C IG c� WALLS TO BE I I ," TILE A I ni� — N IIX FLUSH. VERIFY IN I I . � I I S3 5��,. 4' 0" ( ¢ I OPT. D PT. I IL I 1 1 I I TYP @ 1 STORY T IIII IIII (4) 2x4 #2 SYP STUDS ER SS G w I7,_ W/ USP HTT4 @ BASE SURROUND OW t" SQ 60"x36" SHOWER HANSON I I I I BOX @ 36" kEDGE A.F.F. I OF SLAB 2" r I O Lu I " DRYER VENT I BEYOND WALL I I p I I co r rn r 2 68 5'- 82! T 10" THRU ROOF I I I I xfmi� 17'-Oa' 2668 7._8" 20,_01„ I I '-101 T-O" OM0 w I r — —- - �Tw I �, 2 CAR GARAGE i I OWNER'S SUITE - T W.I.C. I 8'-0" CLG. I rn 8'-0" CLG. B O0 "O 8'-0" CLG. 2'-6" BUILDER TO I I I I CARPET TIE CARPET I PROVIDE I I I I I APPLIANCE W.H. PROTECTION I I I I I I — NE 0 I 0 5-SH 6' DP°' ---- ___--- J N WHEN REQUIRED PER FBC L T — — — — — — I I R&S op S3 D H.B4 A S3 -1 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 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 71/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2' Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 j S.H. 13 20X38 18}X37j S.H. 14 20X50 18 X50 S.H. 15 20 X 63 18 J X 62 i S.H. 16 20X72 18jX71 S.H. 32 27 1/4 X 26 26 X 25 S.H. 33 27 1/4 X 38 N/A S.H. 33 N/A 26 x 37 S.H. 34 N/A 26 x 50 S.H. J 35 27 IX 63 26 X 62 1/2 S.H. } 36 27 J X 72 26 X 71 1/2 S.H. 22 37 JX 26 36 jX 25 1/2 S.H. 23 37 J X 38 1 36 j X 37 3/4 S.H. 24 37 j X 50 1 36 j X 50 S.H. 25 37 J X 63 36 j X 621/2 S.H. 26 37 j X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 } WIDE S.H. 32 54 X 26 52 X 25 S.H. 33 54 X 38 1 52 } X 37 S.H. 34 54 X 50 1 52 J X 50 S.H. 35 54 X 63 52 J X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 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 fir. 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 �D +24.5 / -31.9 �E +23.0 / -25.2 OF +23.0 / -28.9 O SEE SN SHEET HO SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND '11111111111111�� - . • . . TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION 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 J R-11/R-13 KRAFT FACED (GARAGE / LIVING) 0"'M Z 0 Z Q J 10 a (in z Cz C cn i--J w C) O w C V - Io N Mo V) � VU o CO n (0 w 4)M cmM — ® I- E m 'v N O o0 U LL co 05 v C Y Q 0) ao N O : a < O A' B D®:��`` NC BrDC CVn CIA ot,y -_ N)1? W •a `CLC_ J�p5,g . a `. ` LLW *r/,� S S J �Q To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O � Z O ate-+ n in > M Q Ln U*)�_ C V) •L N Q L_ U_ CL I— V Q00 z a E z Z § M WJoy CO �Z W� Z fa H¢o� zO0 ozz z HE 8o°LL no � ZZ Qo £z O a M LL_ O 1 U) S o J Q U = fo r �f o� O Q O 0 P iy OOw za,:o a ag Ogig Z Z � azs -,Z X Q Q Z gZo uj ¢1Z Lrn ,-I Ln Z U aZ J 0 m 2 az ,-� C. to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 1.0 0 c 00 MIRROR �j 0 OWNER'S BATH 1 Lill I IL 11 E--f I ME 1 M--- KITCHEN ISLAND J1 ., 0 0 N 0 OWNER'S BATH Do-i LILE I 1 11111 7 o� 0o KITCHEN BATH 2 0 0 N c M 0 INTERIOR ELEVATIONS SCALE: 1/2"=1141 (Dom Z o —0 Z Q J U) Z 0 Ln 0 W (/) w (� 0 • v O I„ I— E 0 Cl) N E— S O0 V U m �, M w — U a M c) 00, = y C) LL co 0 OD 3 cl:CL Y .CZ CD u7 0� A' B D. NCB -DC ,ee �N •��,...... ^' bG 1� CO (i ;ow o, z z o Q c LL rF3\S W J c9�*4.l... atLsSN .\ LLZ C) ) 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 4-j 15 > (1) M O U) -Mv L •L f1 N L- LL Ln a �. H oC V Q � � � Z � WJ C) J 91 Wa Z d Z O U OW J U., i� ¢��g w 6 W 0 W V, ZZ C)m f Z � Z M O �3 �g � � w 0 U = cu _ z LU o LU Quo PO 0. $0�2 Z W r-i LnLjj 14m, J rr Lifi rl Q Q Z ~ Z �c$ *k v- Z o m ^ 5 _ �Z 7-1 0. cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 2.0 A. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. —� SPECIFICATIONS �_� F 1" x 9" SMOOTH TEXTURED HEAD/BAND 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 5� Mimi INI INININ� T-0" RIDGE VENT 12 5� +3" SMOOTH TEXTURED BAND 14'-0" RIDGE VENT 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED FREEZE BAND ----- HEEL 1" x 4" SMOOTH TEXTURED HEAD/BAND o1 ih — T.O.M. — — HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. co (TYP`) - I ----�71�)-----------F.FL. 12 ;�5 0 00 FRONT ELEVATION - B1 2'-0" F.FL. —__] --------------------------------------------------------------------------------------------------------------------------------- 17 ----------- RIGHT ELEVATION - B1. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portiand 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-Resiaitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN`* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. (Sq. Ft Soffit Needed) x 7 - (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 9 - 'near Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft Soft Needed) x 7 - (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed Z o — o Z Q J CL Z V) (9 (—/) w C) U — O t-" if o v, cn o 0 U m r- M LU aim ~ Of M NVi O oa = Qj v, UW L_ LL CO co a Q 0 in 0 A, B Do NCB�DC e �� : +l�C:•i_ •+• di1„ /mod. cD 7NMin N rW04 ••�� �j ''v � cc 0 1llliiiillll m r C 9 � leimx cc O j��(� �• S5� UMZ m N W/011111t1�1 o To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z cV 0.4+� I>•+��o < -0 Ln cn•L� a QON L_ LL d OC V CL 0 i Q > E ft3 Z > WJ C:) 2 WE z Qa W fF o1 Z O2wzod pp Z U U Zz O8 V z L J oZ z O T v , UJ Q U f = r-I W g �3 (U M O 1 C: S J V 0 , O .96 LL Q ��fo Q Z Z ^ r-� Ln =_2 a X 'u,oLii 1 � J rl W � Z8 rl Q Zao Ln Z Z U az o o g W Qtl f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. 3.1 c T.O.M. — 1'-on 12 5� 14'-0" RIDGE VENT EXTENDED OVERHANG TO BE CENTERED - ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP•) 12 ;�_- 5 T-0" RIDGE VENT 12 �5 REAR ELEVATION - B1 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS --- T.O.M. ------------------------------------------- 1r-"----------1,-�" HDRHGT. -------- - --------------------------- ---------------------------------- 1'-0" TEXTURED 10 CEMENTICIOUS 2'-0" FINISH ON C.M.U. TEXTURED (TYP') CEMENTICIOUS ap FINISH ON C.M.U. (TYP.) - - - F.FL. +3" SMOOTH TEXTURED BAND N SCALE: 1 /4"=1'-0" LEFT ELEVATION - B1, General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The Individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 11300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or comics vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. FL Soffit Needed) x 7 - (Sq. In. Needed) / 72 = Amount of O'Hagin vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. " Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft of Deck -Air Needed) • O'HAGIN (Tile Rool) - 86.25 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) 186.25 - Amount o1 CINagin Vents Needed (� Z oawe — o Z Q Cz tn/71 G W cn �_J W U — O w ffc/^i = E o v, 00 0 U N Cl) LLJ ~ E — U Cl)'. C lC N O _O = a) U yyyN$ lL a0 co 7-00 co Q C Y Qrn U) 04'T rn¢Ci A' NC�,DC B D. , 2S2 wM � rn - W �4LL „ lazy�0 U. �P FE 90\\\\ LLZ E "'7/lI1111� W �aM N _Jo O O U ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 0 .N n E>-t M O L0 z Ln Q a)LL Ln C' z F- M tY V its 00 Q � � fa Z J � W Oz z aQ 4 U) Z f� E9z0,0 0 zOp Lq Q zLq f JJ K R S W 1-1 W _J UU W N o N) L W }o az 1� Q 1 M ¢ 8 0 O = fu Q w W O Q R Z. w Ti EOM m Z yy.,�� {yoa Lu Z Z ,...1 a f 2 W �,��i J ri WW W ¢ W OU / L ,-I L Q Z W � N W z Ln Z W aZ Z m rn ^ _ �z rn T-t a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.2 2" 1" 2" *NOTE: VARIES 1'-10" 1�11 1" RADIUS _ N FOAM TO BE USED ONLY WHEN 31/2" RADIUS 1/2" RADIUS REQUIRED BY COMMUNITY n v 3/4" RADIUS V _ d fixer iv = co SPECS. IF NOT, DETAIL TO BE 1" 211 OPENING VARIES 2" 2" = N iv BUILT W/ STUCCO. 1/2" RADIUS 1" 4" VARIES = 1• EDGE OF OPENING r x VARIES N 2? VARIES 4" �4" 4" 44„ 2„ 1 1/2" RADIUS 12" VARIES V � VARIES 12 _ 3 " 31" 11" 2 2 1/2" RADIUS 3" ZD tSJla 1'n 111 T ri T �" 4" 11-8" Y11 BASE Y , • • *NOTE: VARIES 8" 2" V-0" t� 4" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY d COMMUNITY SPECS. IF NOT, 1" OPENING VARIES 2" DETAIL TO BE 2« 2^ a 1" V-E 1n BUILT W/ STUCCO. EDGE OF I OPENINGrM T 2� •c O 1 N 4" 101, 2, rl 10" 6" � CV 1-1/2" THICK —IT 1-1/2" THICK c = e � = s e T M s T �} T (� 411 6" _ CV 2" 4"311 211 211 N W Ix W 1-1/2" THICK > > 2j" Al All = chr T T. 21-4n 1'-1011 " V-5" 54" 34n =� 11,�n 3- J I I I I e „ s CD 3n ZO �n k, F7���j N VARIES VARIES 411 8- j « ��1 NOTE: eo _ ^ g^ 4^ N N tot • INSTALL OVER STONE, TYP. FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED VARIES :- I 0 KEYSTONE F11 OPTIONAL VARIES ' • ro • • • 4" GARAGE DR. OPENING 311 �n 4" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH 14"14. 1 " • FOAM/ EPS MATERIAL IS ACCEPTED VARIES 3'-8" 1" 4" Y-0" 4" _ 10" 1'-4" 10" T f2" 00 _ v = N KEYSTONE F11 OPTIONAL 00 v _ N e CV 4" WINDOW OPENING 4" 2'-111 —�qq rr�� 5t' 11-1�n 5t' a :_J15 = s GENERAL NOTES: 1" Rro-• r 1" v t • PO YCOAT (HARD OAT) OAM N _ • ACRYLIC SAND FINISH e v 011�8 Z o Z Q Z 0 c/i cD Q) w �U — O w C = I- o M v J I— (� U O m w �M rn M —0 WW ~ 0 = pj ACM COL L_ LL U N ' � IDn Of Y amigo ao u1 Oq er A' BD• NC BrDC C N N_ N � O o 4 0 coZ 0 o M N o J Z � Z 7LL" Z W 1 W — 1 = LL 2` V 'a .- .0 C1 a W a Z m Z 0 i 0 LLV m o Z N � m m W M W aNa; cc,�0 ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV O a� "moo > J) M O M Q o Ln f2 � •L Ln aLLe-. ro oC V a o Q E Z LULU C:) 0z W� z¢o fF �Z80 �LW'. J z w o W Q' f JJ 04 W Q Co i o } f z j Fra3 M F O z U a I� W J Q f o t� x igg W eam2 o!koa yyyy �h A uJ J 3 Z QS S 0 9 W Z T� �0� L1J Q Q Z N z ~ a� z Ln ,—I Z aV) z m � = az a 1 cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES 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. GENERAL ELECTRICAL NOTES: Notes: unless otherwise noted, 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH 13 THREE-WAY SWITCH 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 ;OEXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 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 v SYSTEM BUILDEIRN WITH T ELECTRIC METER mpg_ ELECTRIC PANEL POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 —/ 200A INDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. VW to egna &outlet spper to 20 arrp ane copper to WH copper to Dryer t Alu Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. WP DISC. GFI H.I DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn nffn onr-nc MELJ DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR < J OPT. CEILING FAN 09 (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" Ln Z o — co Z Q O J u, Z nV)' Q) u) W 0 U 0 w � I— C o (� 0 0 in CN U uJ a) M CM M — U WW ~° °0N = N U L LL CO a°'i CY a o V7 O� Qrn rnQo A , B I DC NCBV *I 'r I O N N_ tp N �Cj a N o�co0a, �Z o N cli ao o 0 Z W C)Nr-Z —_ II• p: V, cp C ti =LL;O Ow� z J IlY W _ .6M N C a W ZV Q $� fi Z IA y p C N V us Z CID m CN 8 0 W N Q P7 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z r-t O � kD O QU)(0to d- Q U_ U fu Z Z § E fa Z WJ l00 0 �R 3 � w Za fa Z Qua r~00 Hj J U 0�oZ U off® L Z O ^, V ) < V w a a M w 8 1 O M fa _ O 0 LL J Q > 0 J Y r- UU r4 Q Z!iod 1 ` � Lu Q � Z ^ Fz 50�� M-2 W LP) � W, � J Q (L Q Z a u_ 0 0 o Q ,u F- I- eLuZ Ln 7—I *k Ln Z tu— Z Z W aV) � f *..I (= SCALE : AS NOTED DATE : 2/24/2014 TECH: M]AMES VERSION N0. 10 SHEET NO. 4.0 L' 0 VENTED SOFFIT 46 SQ. FT. VENTED SOFFIT 67 SQ. FT. 5:12 .. ...................... .:........ ... .. y .....:: . . ... 1.71 . ........ . a .... �A ....... N r:. N 5-12SLOPff ZONE-1.:......:::::::::::::::::::::::::::::::::::::::: RIDGE . . ATTIC SPACE 2377 SQ. FT. H z :125 SLOPE > 14'-0' RIDGE VENT fl O GE o VENTED SOFFIT 58 SQ. FT. • W o ti,,� r N ... A. ... ..................:.•#.. ... VENTED SOFFIT 21 SQ. FT. 5:12 ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt qmt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE FT, Total SQ. SQ. FT. SQ. IN. of by Upper SQ.SQ. IN. of ventilation of vented ventilation IN. of of vented ventilation to be provided . . SQINof SQ. IN. of Ventilators (See Elev ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (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 -71 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 24 SQ. FT. VENTED SOFFIT 19 SQ. FT. ROOF PLAN SCALE: %4'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 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 save 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 0 Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. IN. OF NET FREE AREA / FT. -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = (Unear Ft of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed zo z a Z Cz C W cn 4—J w o •U — 0 ,,, of I— E 0 V) o o U ap In a) M w Wi r � rnmo 1! :9 M 0 00 (L; U tLL00 -00 05 C ai .Y Q 0 oe LO O V rnQ o A , B D. N C B U C ol Nut VF7 a 0 N / fe �a'a.-� .• a� W A Nzy O 14 UM W L. o ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O Z NO 0 � n H (f) re) O a V) LA a v,•Ld- z Ln Q a LL LA z F- oC U o• 00 Z 3i E [p W O W J� oZ ;R W� za z f za Ya 0 �z800 Ow p w J 8 W z N 6W® L ON }o a� f z O Q Jz V = U_ LLu f o Q Y Q L • O Jr J 0CIO x�c� N O OJ Z{ya�Q 1 ` u Q Q $og Z W tZ z oI1o WUj Q �/� • a l ,--1 2 Q Q z W � z ~ Q Z Ln Z aN �z J O m 0 _' = Q z LU SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 5.0 11 �F«._k, _ _ .. I Lt.-k, I-1 I. L_.!d...-_-.=_.1_-_. _-- ...._,___ ..- -. - _ I _ - _ _ - - _--A-- _ — 1:. _ _ _ _ _- _ _ c d MEIN 1' A H.B. TYP @ 1 STORY S3 I U.N.O. 6'-0' 2'-10jff" . 5'-1 5'-4" ■ ■ ■ ■ ■ ■ ■" "■ ■ ■' "■ ...........................................•............................ .. ................ ...................... ..... ■ ■ ■ ■ ...... ..... .... ..................... T o I of e 1 \\. 0 � . \ \ 16'-0" 62�-" 6'-10". .. \ .. I I • • � r-- \ � 0'-011 I i I..... \ \ • • \ \ o -31/2" . • .. I \ \ \ SINK / DISP .. , . .. I I .. } 1 LO u' L s3 — \� \ rF—=—------- I I \ � \ \ I I D.W. I I \�\ \ •�:::.: I O� M S3 iv it i :: I \ \ \ L — — — �_ _ _ _ _ _ _ CHASE TO ISLAND II o i I TYP @ 1 ■• " \ CJ L------------� CJ OPT. .. T�� CJ;' PROVIDE 1 Y2 RECESS \ \ \ CJ-I I •■ STORY U.N.O. STEPS AS REQUIRED FOR SGD. REFER TO \ KITCHEN ISLAND REF.: ; • ..:::..:.• .• •• ..., •, .• •• .• .• .• ., ., ., .• : :.•. •. • ...•.•.: ::::: 4 , PER FIELD I MASON'S SLOPE FOR I \� LOW WALLS • . 4 CON[�I�JONS WIDTH �12'-10" 0 ,n ( \ \ 16'-10" INDICATES FILLED CELL w/ WOO PSI ' .. ... ..� .... " .......� ... I CONC. GROUT FROM FT. TO BEAM I \ \ HVAC CHASE " ' ::::::::::: .::: . W/ (1) #5 REBAR VERT ABOVP SLAB \ \ BASED ON SO.-O., TOP OF CONCJ PAVER T BE 4" • • I TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EMBED . :::::::. : ■ ....... ■ ' ■ 4'-0" 4'-4" 4'-6" "GRADE \ PROVIDE Y2" x 9" W/ 25" EXT. ABOVE SLAB 40 \ SLOPE) STEEL" I I \ � \ I RECESS FOR FRT. OOR � o \ \ 2'-6"x2'-61.X1'-0" FTG in I .4e %S3 e I 25'-10& \� \ 9'-5& W/ (3) #5 E.W. 5'-0' I `o 00 00 — ■ e I— CJ CJT \ \ .. I• • \ I --� o v 'P TYP @ 1 STORY S3 : \ I S3 CC I U.N.O. I S3 (2) #5 REBAR 2'-6" x 2'-6" x V-0" AHU I VERTICALS w/ in ' • ' e F� ■: I I I: FILLED CELL 7-1" W/ (3) #5'S E.W. III I o iip W/ (3) #5 E.W.S3 • I OPT. W Pf D I -31/2" SLOPE 100 :::::::::: ............... O —;.._.._.._ rt .yIl — -- —— -—-- e I■ V-10" T-" I I r 5-3" O 3-1/2" MIN 3000 PSI CONC. ' ' I ' 2'- ' '4' D " 6-0 tc rn SLAB FOR HERNANDO COUNTY ONLY I J 0o 3-1/2" MIN 2500 PSI CONC e K S3 I SLAB OVER 6 MIL VISQUEEN I VAPOR BARRIER T 35'-4" • • 20'-6" ' ■ I • • ' ' I ' BUILDER TO I : 0,-0" I :: • I : ; PROVIDE I WAR I ' ' I ' : APPLIANCE VERTICAR8 • 4'-0" 12'-1" O PROTECTION FILLED CELL • • °P I W H WHEN REQU IRE D � L----------� •• � PER FBC --- --9—�--------�' -- — �— ------J '' - A S3 TYP @ 1 STORY 1-6" _ 5'-* V-4t U.N.O. 6,-0" 5'-* H.B. 7- T-O" r FOUNDATION PLAN SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN rl/8"SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN --Ta LU W . - N d CONTROL JOINT DETAIL SCALE: 11174-0" ,rye' ;1e #5 CONT REINF. SEE FND. FOR QUANTITY �' �' #5 X 25" X 25" CORNER ' BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. .':::.:': ::: : ; .: •': �. `*Alternate: _ ; • The reinf. bars shall be �r�; �'�r,; �';�, ::;;�: �•:;:,: �� cunt. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"=V-0" (D'a Z a — o Z Q J rZ z to c� W a-J u, C6 0 "U - O w N I'±' H o M N f— � o o (� U m �M L, to M o0CD = N U� ..ILL oCDp 0rL Qtm u�ov rnQo A ' B D. N C-a�D C c ; v 0 V e;' .7 1* M ' .r �` G tl r wli �o m •' LL eN44 y '' �w.,1�'1 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f Z 0 � IS M 1/••I V7 O Q U—) Ln j3- V) ON Q LL a F- . OC U z - p00 Q z § E Z M J � W oZ H Zd z fQ �z_go a 5.9c�z� SWz Z 12-, �WW g 0 MI�® i 0-1 oL >° �3 M W � 0 U s o U _ fu 0 0 a � p cY� a Lima O�O°d aQ� Z Z a z CLt.I L Q 7Q ` F z Lu H F a�z L, / Ln Z aN z m rn ^ g = <z ,-•I a rn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO• 10 SHEET NO. 6.0 :j No a� UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 10 CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH.120 10dxl-1/2 J HTT5 4350 3740 5/8"ANCH.! 26 10dx1-1/2" HTT5 3225 5/8"ANCH./28)10dx1.1/2 K HD 13 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD50 • 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I US26 1165/1070 ** 1005/915 •• 8 -10d x 3" JUS26 111511060** — 8- 10d P HUS26 1550/3335 "* 1335/2820 *• 20 -16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 *' 1720/3125 •• 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 -10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 -10d x 1 1/2" MTW16 1195 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 -10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS ^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 645 555 1 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 ++) (B) B) (A) (+ 1 OR 2 PLY \r I CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 61 'FASTEN EACH (8) 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 r). (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 N2 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 02R 2 PLY CPIjI� INTERSECTIONS. SPLICING / x CO T L� TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE T-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. SCALE: %4"=V-0" I O.'a Z o Z Q J a I� Z Ln C9 W' Cn i--J LU U — 0 LU I— E v 1 = Ca M O U m a)M LU WW �o C W Cl) °oN Ua3) Sao C y Q CD V7 0'T < 0 A, N C B D C eW r jc)°' cy d °f? Z cy o. 1.0 � N f7 •N �i U 5 n- LLZ W N11 /rrs�trt.'IO 0U U 0 ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z cV O�n O M O Q M Ln Q LL Ln I� U C 0000 z F Q Z M ~ J C W d' �Z W za f¢ Z �F �a �z-8UO Q J U Zsz O W zz J �R'j V 0.w. g pJ KGB LL J T z UU 0 o Q 8 Z LL cn 3 c CU M Cr F 1 0 s z U Co ^ L.V —i ` Lu o o z 0 0 �s om� oC Z aoW� �fo 20: o J T-1 11J x Q LJ.! Z Q awo o Z In T —I Ln Z t Z o g = <z r, .--I a (J7 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 174" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with 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 8F44 1 B/1 T 8F40 1 B/1 T 8RF40 OB/1 T 8F321 B/1 T ® © ® 8 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T tNOMINAL. QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. c precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength =1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. i #5 .(1) MIN. RAT TOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL 4 A 0 A ° A #5 REBAR AT TOP 4 ° .M.U. w A° A MIN. (1) REQ'D 4 1-11T CLEAR Q ° " ° A A 4 z GROUT D !D ° n J 0 Q rn r a, ° 4 C.M.U. A ° REBAR AT = — rq i j r?i w c BOTTOM OF LINTEL CAVITY — W W O u~i 1 4 6\� —BOTTOM o¢UO "\� REINFORCING- PROVIDED IN Z LL o W 1^n p p — 7-5/8"ACTUAL 8" NOMINAL WIDTH LINTEL 3 a �o �, �o REBAR AT BOTTC AS INDICATED (VARIES) y LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If [Intel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementiduos coating. See contractor specifications 4'-6" LL 4'-6" LL O O 5'-10" LL O LINTEL PLAN SCALE: %4"=1'-0" Z o Z to Z J Cl- Z n� V/ cry "E—"J w _M OW C o U) r- (� o m o pi LU ~ E D) M N '•'�O- M o_Oo W■ U4) LL co Y Q 05ao tr) O �t W im Q O A' B Dp N C BAD EC !ra gA Nor � ILP L >� zv ' LL J CA 311, 20!�-,Z C9- �s_;i'� rlif� ~ t. J a y� To the best of the Engineer's knowledge, information, onand belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV 0 � N H V p Q�� N •� � fl O Q L_ LL CL M i� V a OC) a E Z WJ C:) J 5 O Z w zaa f a zaCea z 80 � �w pw2 g J Lo F OW m Z O X Z Z �L Vl a O � Z JJ T C CL rn 3 M Z _ (o — J W Lu o 0 aYP f X Z yW� VK�"� N Lu aoW3 Z J r-1 W G Q 2 Q Z~Z � 02: p he � W a a � Z ■n ri Ln Z oZ J O o ^ g = z ¢Lu SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 8.0 _1,4�11lALAI- jg1l.II-- - . , i ., _: ., L .IAL_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) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL N P D WOOD ALTERNATIVE HAVE BEEN CREATED TO REPLACE CA-C. MANY OF THE NEW CONSUMER USE. SEVERAL NEW PRESSURE TREATS 0 S C PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACO-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Yz INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. AC1530-11, ASCE 5/TMS 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 ad. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC)13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE SfTMS 402-11 & ACI 530.1-11, ASCE 6/7MS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, 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. UNIT WEIGHT OF REINFORCED CONCRETE 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2.1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SO. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (2014). AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4.1.1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 29', #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: 11 " GROUT FILLED MASONRY: 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (Pc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi WORST CASE DESIGN PRESSURE TABLE 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL BUILDING DATA CRITERIA. WIND SPEED (ULTIMATE) 140 MPH 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WIND SPEED (ALLOWABLE) 108 MPH WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED WIND EXPOSURE - "C" (FRC R301) 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) ACCORDANCE WITH THE SPECIFICATIONS AS STATED. BUILDING CATEGORY = II 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ DESIGN WIND PRESSURE: MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) ACI- MCP 2011 STANDARDS. # END ZONE IS ONLY WITHIN 5'-0" 4.3. CONCRETE MASONRY: OF ALL EXTERIOR BUILDING CORNERS 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. WINDOWS AND DOORS 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. + 29.7 PSF / -32.2 PSF ( INTERIOR) U.N.O. CONSTRUCTION 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE Pm =1,500 PSI GARAGE DOORS (V =140 MPH) MINIMUM. TYPE: 513 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE SINGLE 90 +26.3 PSF / -29.8 PSF CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. DOUBLE 160 +25.2 PSF / -28.1 PSF 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb =1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb =1,312 PSI, E =1,400 KSI NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER NOTE: 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 151 STRUCTURAL 1, U.N.O. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH A AS SUB FLOORING FLOORING AND SHEARWALLS SHALL BEAPA RATED SHEATHING EXP 1 U.N.O. CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE 4.4.4. IF OSB BOARD IS TO BE USED IN GREATER SECTION PROPERTIES. LACE OF PLYWOOD IS TO HAVE SIMILAR OR STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO MANUFACTURER SUBMIT SHOP DRAWINGS THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF T A IN ACCORDANCE IT THE-D. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE CONSTRUCTION. ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK NOTE: 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy= 36 ft DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy=46Ksi OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTSGALVANIZED ASTMA307 (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / Fy 33KsiWITH G90 4.5.2. SHEET METALCOATING NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. I ACCOIES RALL DANCE WITH ASTM A52 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS FOLLOWS: 8d = 0.131",10d = 0.148", 12d = 0.148",16d = 0.162". CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING PRIORTO STENERSANDTIE 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. NOTE: 4.5.7. CONCRETE EMBEDDED'T BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE "J" ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft= 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM 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 R311.1- "A permanent sign which identifies the termite treatment provider and need or re -inspection an treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinldersystems includin all risers and spray heads shall not be installed wi in 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 bacldill 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 R31$.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. FRC R318.1.5 -;Cnrete ove ur �nd mortar along the foundation perimeter must be remov ore excel oor soI treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical 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- Al buildings are required to have pre -construction treatment. 13. FRC R318.1- A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certficate 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. G�2 za z CD Q J z cn (D N 0 w C F- E O o V) 0 (16 U m r` (DM LLB '. C M fM mvco o`oo 0i 2 ai C) w u. Co S a o Y a cm V7 O v A 1 `B°c "Tall.� f co co CN 4, 5'A LIL_ W LzoV �g v m lL C�r , UMEli, l°'��'ill6tlt•!!i a �In 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. 1f O Z o 0 � N r> rr) C) M Q •L C CA Q L_ LL lfi �" F-M cl1 U CL 00 Q � � Z J � W d- z W� za a� f� o0 Z LU V C Luz �°oW�B W 8 W Co W 6 to NL V ■ F-- yO � Z o� Z a V3 1 Q $ U Tfu y u F- U�o W Lu �o-D2 AN 1 ` ~ C/) Zo'2a aawir Z Z J rl W W ,-I Q Z Ln Z °Z J O g = az f rn •-"I a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. SN CORNER OF HOME GARAGE SIDE — — J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE v, 15/32" CDX PLYWOOD OR 7/16" OSB IDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. EDGES & 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 MAYBE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking 4' 1/8" gap -2 FILL CELL STD. 90" HOOK BOND BEAM to w .... . ............................... - Er STD. 90" I `— CONT. #5 CONT. #5 HOOK BAR - BAR #5 CONT. ........ FROM LNDATION TOHIGHEST 7 BOND BEAM v BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLQCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH L Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. )Small a 2" min. 2" max. gap 4" max. Clinch nails / when possible � 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building 11-7171 code for appropriate 1/i 6" details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 10'-0" at bearing. TANK -LESS W/H H C G O O O 6-0" STUB -OUT FOR -, O 1-0�� o in GAS METER L) 0 0 CV = • 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 Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam Boise Joist Blocking t Ina 3" (indl nails at B" n n Vim% Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE \i J__ IN BEARING ZONES D (KNOCKOUT EXEMPTS) see table below) D (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - _ BCI6000s® BCI6500s® 9-1/2" _1 —1-7/8" 2-8d :2Q8 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60e 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d 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 LJ 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. Woist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.- 6" A 1 2" ROUND HOLE MAY 6" 6" 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1�" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1y" NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" 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 1Y2" 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. Joist hanger USP MUG 5/8"a THRU BOLT US ML R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR _ AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) Nail with 10-10d nails. - Install tight to top flange. • ' ; . z SLEEVE THRU STEM SEE PLAN FOR •. 4 .. FOUNDATION INFO ° ' d' STEM FOUNDATION Filler block. Nall with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4%2" gap at top of bottom 1/4%2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. lei 1111� REINF. SEE PLAN rvL, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF NOTE: SECOND RT16 UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING I® 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE r%lr•\r \ /r 1••\TI/1 A I 'PI If11 1 r\ 1r1 TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION `PVC OR SCH40 SLEEVE r—PLUMBING LINE Z \ A V • J d � SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE • ` da d d/ dv - a \ " 4 A SEE FND. PLN. SIZE & REINF. z o z Q a If� z L0 CD a� 4--J w *U — 0 w c o f ^ to V / 1— O CD mr U w a� M C M r —8 as mu -co O`oo =E 2 ai 3 tZ co Ua4i 10001�!tiy moo u7 O� Q rA CL Ch Q O A' NC BD-C a w9' N'•'�cV• Q"b � '�, ` U) Z mCi 42gw Q u_ N�� �,•' y N , /fie t�: � 1, • LL •cr' \ )Z' tA - Z r, iet tl e ` `' f Q is W N/fall l c L) O U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1! O � Z O N N P-1 a- J O 1>-I(nMO M av`" 0- Ln•L�' oN Q a) LL Ln U Q 00 � z Q z r0 Z WJ C) [t- R w� za a� fr 1=480, oW u 0oWz 12 eg r-I 2" 8�o �. � W oN z z >o r l R Z vai 3 a M _J F p g U = �Lu'o P 16 826 Z � O J 1 ** 1 ` W -z Q u U gw z z �-i a J Ln ,r_q LLI 2:Q .. LU o z o LU Ply LA rl Q Z Z I— ¢�z a Z Z W az o g SCALE : AS NOTED DATE : 2/24/2014 TECH: M]AMES VERSION NO. 10 SHEET NO. SN 1 i 1 z 11111�I I k AiLAil..bl I -L—J- 1-- .I--- - - - - --Jy_- 4L1_...-i_ 1 =j11L j.-....-�- - ;-- iYMW1 :,WL. YLLt. 11 . L. -- - - - - -- --- - --- -�' -- - -`-Ai .L '-,L _` I I -- --- -- - _1 6u .I.R i....4 .:. u W .:.i1. 4_.9-111. , 1. i, llf■11�yy�& Ll`4iWllui,:, I.L. ..l FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 P') 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. 99HOOK (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 N.O. 2x SUB FASCIA EE SOFFIT SHEET 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. FILLED SOLID W/GROUT C.M.U. TYPICAL TYPE "S" MORTAR ARCHITECTURAL FINISH 1x2 PT WD FURRING @ 24" O.C.— 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB vo AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U) TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6x6 a NOTE:EXTEND WWF OR - DECO FINISH 4" to 6" "FIBERMESH"W1.4XW1.4 BELOW GRADE = E_ NeD x Z M I D co 6MILVAPOR BARRIER ; p 4 > iv COMP. SOIL. e (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = V-0" S3 OPT: DEPRESS SLAB 5 Y" DEEP AND 6" BEYOND DOOR TO - RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB PAVERS BLOCK WALL BEYOND O.H.D. RECESS z �w■ ■■ ■ .. SEE A/S3 OR J/S6 -'Lrm- L15FLITFIli—r- FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STOR ) / 1'-8" (1 STORY W/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 2x #2 SPF STUDS @16" O.C. W/ (2) 16d TOENAILS T & B V (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c @ 6" MAX FROM END OF 2 x PLATE (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 r CHAIRS (TYP.) WWF OR FIBERMESH p e _ D — o I II I I D e I II 11 1 TYPICAL INTERIOR BEARING WALL W/OUT UPLIFT GG SEE TYP. WALL SECTION SCALE: 3/4"=V-0" S3 FOR ADDITIONAL SLAB INFORMATION. 8"x8"xl6" NOMINAL BLOCK WITH 3/8" MORTAR BETWEEN COURSES GARAGE SLAB AT STEP SCALE: 3/4"=V-0" 2x S.P.F. STUDS @ 16" O.C. 2x STUD LOAD BEARING OR EXTERIOR WALL 8" C.M.U. 1"x P.T. STUD #5 VERT. IN FILLED CELL SEE CC/S3 OR N G/S3 FOR ANCHOR BOLT INFO. 5/8"x6" "J" BOLTS BOLT (IF NO UP LIFT ON @ 24" O.C. VERT. OR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR (6)1/4"x31/4" TAPCONS *USP SPT22 TYP. SPACED EVENLY 2x P.T. PLATE ASSUMED FINISHED GRADE MONO OR STEMWALL z FOOTING MONO SHOWN00 FOR CLARITY ° D ° D ° D III—III—i i l—III—III—III z NOTE: g ° D D I—III—III=1I1=1I1=1I1=11 � 111=1 I I=1 I I -III- -III- i14 *FOR BEARING WALL 1=1 11=III—III=III—III= � T W/ UPLIFT ONLY _ _ _ _ _ _ _ III —I I i—III—III—III—III—I I i—III—III—III—III—III—III—III—I =i I I-1 I I—III=1 I I=1 i t=1 I I —I 11=1 11=1 11=1 11=1 11=1 -III—_III-111-111=1 =i 1 I 1-1 11— 11=1 11=1 11='' 1=III-I I I_ III ; 111 111 111=„III ;III III=III=11 FRAME WALL TO C.M.U. WALL CONNECTION D SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0° S3 SLAB INFORMATION. 6x6W1.4xW1.4 31/2" WWF OR FIBERMESH min.) 4" ° ° xv GRADE x _ L(1) #5 REBAR W/ OPT. I I I -Sit CREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E !%t I M ' SEE A/S3 OR J/S6 J -' I I FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC RY) V-8" (2 STC RY) GARAGE DOOR SLAB RECESS J 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 5/8"OR 1/2" HIGH STRENGTH J (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) S.P.F. DOUBLE TOP PLATE 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. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TW) ELEV. U-0" (ALT: 1/2"x12" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @ 24" O.C.) 2" �31/2" MIN. ELEV. -0'-31/2"'d c0 P TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE TOP PLATE 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 CONNECTOR (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-6". JNSULATION PER CHART ON FLOOR PLAN USP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/- 2"°x3/16" PLATE WASHER (TYP.) 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" O.C. OR 5/8"x10' WEDGE ANCHOR 0 x 6 W1.4 x W1.4 @ 24" O.C.) WWF OR FIBERMESH u11IFIRM IIt a r A �31/2" MIN. 1/2"(min.)- 4" 00 -owe. ems• -2x STUDS @ 16" O/C ISULATION PER CHART ON FLOOR PLAN 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER Ot 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" F TAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL PLATE WASHER TYPICAL D 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 P.T. PLATE 20" MIN. LAP [24" MIN. LAP]#5 REINFORCING FIBERMESHEEP SCREED INSTALLED BARER MANUF. #3 OR #4 REINFORCING BAR `I �• ° D • ' D • Z #3 & #4 LAP SPLICE GRADE 40 MIN. Fy-- 40ksi e r D _ FINISH GRADE °O [GRADE 60 MIN. Fy-- 60ksi] co a t • 25" MIN. LAP [30" MIN. LAP] 6 MIL VAPOR BARRIER I oD. e l e. ;— #5 REINFORCING BAR R 1 7/8" —� k ' _ -� T #5 I AP SPI IrF ■��19 a u�-au u ■ I► TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=T-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALANT A Q•. zi INTERIOR a..-31 a . CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB 00 C z_ E71 IT, �1� M 6 MIL VAPOR = �'�) BARRIER -1=1 I I III I I _14111 111 111 4" 4" INTERIOR WALL SLAB STEP NON-BRG. SCALE: 3/4"=V-0" -2X STUDS @ 24" O.C. U.N.O. GARAGE �-1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT E 6x6W1.4xW1.4 c--�.1 WWF OR FIBERMESH r, a_ K S3 v TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. �-(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-611. (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-611. -INSULATION PER CHART ON FLOOR PLAN —USP SPT22 CONNECTOR /2x P.T. BOTTOM PLATE 6x6W1.4xW1.4 / WWF OR FIBERMESH SCALE: 3/4"=V-0" 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 0 D U J e a. g 'D I D N —II , I II II e 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE REBAR DETAILS rF-'� SCALE: N.T.S. S3 FRAME -DOWN FALSE BEAM W/ (3) SEE PLAN 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLANFOR TRUSS AT 24" O.C. MAX. xx Y CONNECTION INFO SEE PLAN FOR TOP OF BEAM &LAYOUT DESIGN SEE ROOF PLAN oc FOR STRUCTURAL BEAM SIZE & 2x4 P.T. } CONNECTION INFO PLATE 4 2x4 #2 SYP P.T. FRAMING W/ MIN 7/16" O.S.B. SHEATHING COLUMN LOCATION Z ATTACHED PER NAILING CO SCHEDULE � w J oLU U-0" FIN. FLR.jk SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE W/ 1/4"x3" TAPCONS AT 8" O.C. TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN W/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS 0000��, � ��, �•oo,�000 (2) #5 CONT.-' ON 3" CHAIRS 8" V-4" (TYP-) 4" CC S3 (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <_ V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > V-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#) 6x6W1.4xW1.4 Q WWF OR FIBERMESH - e p. :• . 8" 0 T TYPICAL INTERIOR BEARING WALL W/ UPLIFT G SCALE: 3/4"=T-0" S3 1 1/2" RECESS FOR VARIES 6 x 6 W1.4 x W1.4 S.G.D. (U.N.O.) r WWF OR FIBERMESH N_ I 1 Cl) v� � "����� � ��•� v• OPTION #1 SEE TYP. WALL SECTION FOR ADDITIONAL SLAB INFORMATION. SLAB STEP & RECESS as S.G.D. ��M SCALE:3/4"=V-0" S3 MASONRY WALL AND PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS c TO FOUNDATION PAD _� CONT. FOOTING STEEL MAT REINFORCING. ' CM 00 9 GRADE - d a CD I —I i o—I—III—I Z I=- w o I —III— 1=1 = I1=1I w owLUw Z 0 0 = =III=1 • •. •— _— z `D -1 =1171 —177111=1I 1I)—=——=III=1I M III III-111-111—I 1—I11 III-111=11IT FOOTING 0 1�III�lllll�liiillh„ ...III=III-' BEYOND PAD REINFORCEMENT 3" MIN. CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAILrN SCALE: N.T.S. S3 Z o — o co Q ■ C Q) cn 4--J w (10 p 0 L1J NO■, 12 E CO v1 ionM W C f0 M as � mam 00, = N U W U- 00 to C Y Q - CL Lo O rn< A' B D. NC B�DC �e Tz,. , f .,� co X N-""SR- 0 °mul .�llJ IL � W,�rgg�'S l:tlklI 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 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 C4 0�1� rn > O ro Q M In °_ v N H L�.. a Ing z V Q 00 Q z fC z J C:) Wko J Oz z<< az J fF 0 oW owz W C of S J uj m�© Q O Z Z aS � 1--� fZ 5 z jR vai 3 C:M z F 0 -a 1 0 g Z J Q z o u, WRO o J gg< Y¢ WW x U. 6 U a' rC J N O ILL 0 < c < < Q <oW� M Z �--1 ce a u. P Uj � Q Z �'S z Ln r-I *k Z a z J Q o [� g = < Lu z n ,--1 0- U') SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. � . C SHEET NO. S3 (MONO) J 12 SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d DOUBLE 2x TOP TONEAILS SPACED PLATE EVENLY HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL rT� SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION ,-------PRE ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT BLOCK W/ (1) #5 DOUBLE 2 4 SPF #2 x . 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/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID F_�POINT EVERY OTHER STUD W/ (3)10d NAILS PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) L-ROOF TRUSS IFT CONNECTOR (SEE SCHEDULE) STURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. ,1� 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" f 7;711�' WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW NOTCH LINTEL WHERE REQUIRED 7 FOR CONCRETE PLACEMENT / ■I!!�I�I�IE'�I�I�!4�1®� • • � � • • • � r ■■III III■■ �lill IIII� ■■III lil■■ �IIII IIII� ■■I�� III■ - I IIII� NOTES: O 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. 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO 1/2"X91/2" PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE G S4 J o� r W T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. d POURED CONCRETE BASE FOR BOTTOM OF MOUNTI�GB BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 0 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" INTERIOR WALL Ct EXTERIOR J WALL 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB 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 —C 5l8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP-) 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. i—CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS =__ USP HTA20 @ EA. STUD LMAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL rE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. SCALE: N.T.S. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) S4 TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE @ EACH END < WALL d d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN ° DOOR STOP PSPN516Z w/ (12)16d NAILS SEE PLAN FOR MORE INFO w ° . a TOP SPLICE ° z Q ° MOLDING 2 ROWS 10d @ 3" O.C. (14 °°°° 18-10d NAILS vai NAILS TOTAL) EA. SIDE OF 2x TOP PLATE GARAGE V2-16d NAILS @ 24" O.C. OR DOOR sr8, SPLICE STAGGERED ° EQUAL TO TRUSS BOTTOM N ° ° CHORD OR BLOCKING 2 x 6 P.T. 1 ��, — 5/8"DIAI X112" EPDXIED ATR 2x STUD @ 24" `' O.C. MAX. FPROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE t: a d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 Sic p�NpO`L �N 2x CRIPPLES @ --� 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1Y2"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4' - 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR 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/,' ** HOLD DOWN CONNECTIONS Op�00,4 NOT REQUIRED @ BEARING FNiNG WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL rQ_%� SCALE: N.T.S. SL� -USP SPT4 SPT24 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL Q d° d. P.T. ATE USP SPT ° a 2X8 P.T. BOTTOM PLATE OD 5/8"xl0" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) -10d @ 8" O/C ATTACH ALL J EXTERIOR STUDS W/ (4 16d TOENAILS TO 7 P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS USP USP SPT4 SPT24 C SP SPT4 Irl 2X TOP PLATE i\ OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/Si FOR ADDITIONAL DETAILS RECESS LINTEL USP SPT24 NAILED INTO TRANSOM FRAMING SPT22 USP SPT4 C INTO TRANSOM FRAMING SP SPT4 I I rUSP SPT4 —10d NAILS @ 6" STAGGERED Fo I J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ROOF TRUSS ABOVE 2X BLOCKING d I I 2X8 P.T. BOTTOM PIrATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) SP SPT4 C 10d NAILS @ 411 10d NAILS @ 6" O.C. STAGGERED A STAGGERED -(2)16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS MASONRY WALL TRANSOM FRAMING 0 o BEYOND. PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY R SCALE: N.T.S. S4 U Z M 0 ID z Z ID Q10 1 fl- U, z N Q) cn 4-J w 0 w I— E t/i Of �� = 0 O C')I— 0 m U LU NM . c) U ® ~ NU_cM O `o a = 0 w ti co a) Q tM U) LO 0v rn�d B Dm Q 7 . . S �E• �pT `00 MN" . � L°• LLW v. W 5, ,o,rbmS^��0; d� W o,( a M ` 1�/11isIriikkk 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. 1f 0 ON Z 0 Q) N O 4 Lf) 1 5 I'D 1>-I M O M Ln Q �_ u- to Q v Q .-. aC U fl. 00 z Z M WJ C) d- 0, ;R W 0 za a� f� car DES$ �WEg �oz X J �2 OR W W N � Z Oz Z fZ � T a� Ln � O .C3 1 C 8 U = U) J �f o� <Pr- 0 J96 ` Q 19ORm2 Lij o1¢oa W ¢� �/ al Q W C f Z Z ao W LU J Ln -{ W w Q W 0 �96 Ln ,—I X Q Z Z) uj Z k Ln Z �j az 0 ^ = aLu rn ,•-i a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2 . 0 SHEET NO. S4 SP HGAM10 W/ (4 4"x1-3/4" WEDGE OLTS & (4) SDS 1/ 1 1/2" SCREWS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CRO BRACE SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS 2"x4" OUTLOOKER NAILING SCHEDULE FOR @ 24" O.C.7 SHEATHING DETAIL USP RT16 OR EQUAL @ EA. OUTLOOKER 2"x4" OUTLO0 ER @ 24" O.C. 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID • OUTLOOKER EDGES OF HEIGHT 2x8 SYP#2 "L" BRACE TO "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER EXTEND @ LEAST 90% OF AT LEAST 90% OF WEB 2x4 CROSS BRACE @ 8'-0" 0/C. WEB LENGTH & NOTCH @ ' LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 "T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. INSTALLED P.T. SILL NOTCH L BRACE HERE "' " @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. " INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0 MOISTURE BARRIER O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED TAPCONS. STRAP MISSED VERTICAL SECTION 1 SECTION 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J N SEE STRUCTURAL — ON SHEET S5 FOR -- NOTES AND NAILING X-BRACING, AND TOP N SCHEDULE FOR CHORD BLOCKING `O " O0 SHEATHING DETAIL INFORMATION 1 It 1 1� ". 2"x4" CROSS BRACE WOOD TRUSSES ao Io APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING 1 1 " EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 2 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" O/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. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 0/C W/ 2 -16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 114" 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON -LOAD BEARING LOCATIONB.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS (*8� ADDITIONAL INFORMATION. SCALE: N.T.S. S5 11NIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) (2)16d PER JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 2"x4" OUTLOOKER @ 24- O.C. W/ (2)10d PER JOINT 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL NAILS ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. GABLE TRUSS "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. a CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL— ORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING RST FOUR ROWS 4" MAX• EA. OUTLOOKER SCHEDULE FOR USSES @ EDGES LFR SHEATHING DETAIL EATHING TYPICAL DOUBLE TOP PLATE 2"x4"CROSS BRACE 2x4 CROSS BRACE APPROX. 8" FROM APPRUSP 8" FROM RIDGE FASTENED AT RIDGE F. RIDGE FASTENED AT SPT4 @ EA. d EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & (2)16d NAILS BOTTOM ATTACHED W/ 2 16 TOENAI S 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING () L O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED 8d @ 6"0/C TRUSSES (2)16d NAILS W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 BLOCKING W/' I ., (2)12d TOENAILS �1 SECTION ('9 SCALE: N.T.S. S5 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C �- MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 'L' BRACE W/ 10d @ 4' O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:314"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND : AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS It @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T' ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48"I I O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE -� FASTENED WITH (3) SECTION ,4 16d PER SIDE SCISSOR GABLE "T" BRACE SCALE: N.T.S. �5 7 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C _4 MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. a@ NON - LOAD BEARING LOCATION (UNEVEN CLG.) rE SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" 3'-0" - 6'-0" V-0" & GREATER SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. qc� o CORNER JACK C7 Y , a W z O , U HIP FRAMING REFERENCE PLAN 0 z w a 20'-0" MAX 20'-0" MAX 7' BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. q1 IR= �ui� i�■� 11111111110112 014 NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 4'-0" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCALE: N.T.S. SCISSOR TRUSS 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) DROP CEILING FRAMING SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION (D - Z Cl) 0 z� 93 <t Uj CL Cn Z- Cz cn 4_j w �U — 0 w � I- o Ln �� 0 0 Mr. ty �M IF M 2 ai £LLw U4D x cnao 'n <C m �v rn�C; A' BD® N C B�D C Q. • • V . � CN .w °9.,. ' V L N co Q 00 W C, s W � ; 1E � V.a � CLA. RL W "���!!!.,&r 1El To the best of the Engineer's knowledge, informa❑tio 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. 1f O Z NO O � O t>-+HMO M Q � �_ Ln C ,L L N Q L_LLLn OLfn F— OC V CL'_j Q� z J � W V_ J R w� Zaa a f F: > 0 �a861 !CuzZ �p�w X J ,8 W za 44- 6. oZ Zo L V/ 0)jR f Z r"i J g a M wLn3 F S O = 1�1� V f w a o iYi 0 c �9� Vama Zaoa N 1 ` W Q Q ^ fo $=90 Z af� 2:Q Q Z o_o ~ o a�z Ln v -I Ln Z U Rz -2 M W lr_' � T a N SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2v0 SHEET NO. S5 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX. 8 DO NOT DO THIS ♦ ' 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ♦ #5 REBAR (IYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 1 X 4 3-1/4" LONG X 3/16"0 nj� FURRING 3/16"m X 3" LONG FURRING X 3 LONG TAPCONS FURRING #5 REBAR (NP) ♦ 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 INTO STAGGERED TAPCONS STAGGERED TAPCONS STAGGERED @ 16" 2X8 ♦ '' BLOTAPCON.K@ BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 � JOIST 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH �� 1-1 /2 DETAIL MASONRY THROUGH 311 DETAIL 90" HOOK (TYP.) ` STD. 90" @TOP & TTM CHORD, AND (8) lx4 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" METAL SEAT PLATE T TAPCON @ 16" O.C. & 4 FROM " 1X4 P.T. " 3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL 1 X 4 " NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR (F BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL ♦ JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. MT 1 X 4 r ...• J FURRING 2X8 P.T. WITH 3/16"0 X 3" ' t2" NOTC @FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS TO BAND LONG TAPCONS 2x P.T. AS REQ'D 2X8 P STAGGERED @ 16" O.C. 2X8 I ♦ JOIST & (4) 3/R16"x1S-3N4" WEDGE INTO 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /411 DETAIL t5^ NOTCH WEB AT THE ' FIRST 2 COURSES ♦ BOLTS K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC LED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE.N.T.s. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1890 # FOR 2 STRAPS FILL 1st4 COURses EMBEDMENT INTO BLK.) 1/4" MAX 81' 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 2" ARCH BLKG. & BUCK BLOCK HEADER" _ 4 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 " X 1 "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 1/7 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 FOR CONTACTE FUIRTHER NSTRUNEER OF OCTDIONS. . :r• .. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS OVERRAN BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL � . •.� :' CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO\_2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 . 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. NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x (2)10d NAILS @ 8" O.C. O�FRygN ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS 12 + + Ol N PLYWOOD SHEATHING 1 11 11 5 JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN + + 2x6 #2 SYP @ 24" O.C. + + P. INISH FLO 2 x 8 BUCK -CONNECT TO BLOCK SECTION + BLOCKING AS + ' ' . "D•• WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED > ► ► p /4" MAX EMBEDMENT INTO ) " 11 PER NAILING SCHEDULE ALL TRUSS TO SUPPORT + SOFFIT e , ; s ►: • •" #5 BAR BLOCK HEADER I BLKG. AT TOP BTWN. ARCH SOLD BL G 2-0 8 5 -12d NAILS () IN + ► :'► D 4 D' • ► . • 9 CENTERED W/ IN TOP BLKG. &BUCK 1 X 4 FURRING 2X6 TO 2X4 USP RT3A 2X4 SYP ... EACH TRUSS ► , _ . c KNOCKOUT / EN I •• �� CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ 2 10d O NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR °� ' — MONO FOOTING _ ., ►. PROVIDE 2 x 8 DIAG. BRACE B (3) SIZE AND REINF. PER PLAN VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE BUCK - (1}WITHIN 4" 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" JACK TRUSS PROVIDED BY SCHED. - LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR 2x4 e CLEAN FILL ! 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .► DIRT z TO BE INSTALLED 4'-0"MAX SEE PLAN PRECAST LINTEL s ., 'ffTANDARD c BUILT UP PLWD. BUCK - SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ! HOOK iv TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 412' WOOD FOR OVER HANG FILLED CELL-.� 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC 4 M �' SCREWS 16" O.C. MAX. OR IF MASONRY @ (MAX.4'-0") • _ _ � L. ' ,� ' , BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE 2 1/4" X 3 1/2"TAPCONS AT 16" ( ) INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. '' �" T'r °" �'� °" �'� ° �'� °" sk ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS ARCH DETAIL K B-B SECTION @ ENTRY L SECTION @ROOF EXTENSIONrM REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = 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. FOR ADDITIONAL INSTRUCTION. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP 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 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR SET BAR IN EPDXY A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5 BARS THREAD ROD EPDXIED } #5X6 EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) IN. 3" OCCURS TOP WITH MIN. 3" T MI 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. 0 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 w NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °• .. 0 O v A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , 0' P a REINFORCING AS FOLLOWS: :' •';'=':' SEALANT u- a 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. t' ; "" :';r. ':':` '.";. 5X6' EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. f ':.` 6" MIN. LAP SPLICE W/ ► ° v z g EXISTING FOOTING 2-#5X6' IN CONC. * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ':;, .- A; ."`:`: ,. = REINFORCING PANEL FILLED CELL SMOOTH. DO NO FURROW. DRILL 3/4 X6 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING -DO NOT ' " '" ''' `�"'" GRADE P. ► i SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. �.:•- .d� 6" MIN. .p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST . .1:' SPLICE NOTE: M ° ° ` REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. \ o . H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS ° \tea TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE TIME \ • ' , ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAILTOOL ° (2) #5 REBAR. MIN. 3" WEDGES JOID CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE DGSINTS FROM LOW SMOOTH RECOURSES OF SOLID BLOCKS D POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER EA. WAY SECTION A 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0" SCALE: 3/4" =1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. CD z o z co Q J d Z U) LA VJ cn 1103 4--J w p IDU — 0 W -Nf C = .E o M t— O n (� U m „M W E O) M NAM O ' aj = y U(D o0 :G LL CO CYO Sao 'A O� Qtn o A ' a Do N C 8 D C fft t 40 ,� ....�� taftme 0 0 Do Q� :i.� • �• r. .2 LL W T. k, 0i?�)�+rs• �. 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 C-4 OcuI-, O > Lr) M O M Q O Ln •L C UPI N Q LJ LL Lii CL U Q 00 Q � � � Z � WJ OtL� d' �Z u zaa f a r �Q'Wo: Z O U Q�z x J J T1 o8 V W F N FW© oZ i Yo m3 a M CU 1 8 UU = (a CJ7 J 9 1': Uj o Quo I— x Oc6 w �2ind zaoa z Z w J LPG r--I LU Q Z O Z O `2 a a W Z Ll) Ln �} Z ce a,a„ N z o V Z g LU J a VLu SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2n0 SHEET NO. SS i *n��rvAL SPACED 'A"f 15'-0" O.C. MAX CONTINUOUS LATERAL BRACING - NAIL OVER X-BRACE AS SHOWN - INSTALL BLKG. AT TRUSS WEBS FOR NAILING CROSS BRACING DETAIL (TYP.)r1 SCALE: 1/2" = 1'-0" TRUSS NOTES: FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY MAY NAILED 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 7 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 V-0" O.C. 2X4 BLOCKING MAX & EACH END ALTERNATE BETWEEN I.A. TRUSS DIRECTION TYP. � CB BLOCKING X-BRACING - 2x4 SPF OR SYP w/ 2-16d @ EACH TRUSS WEB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. - 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) -10d X 1 1/2" EACH v ITI is ITI 14 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 (k- OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. PA TRUSS ES (2) 12D NAILS -J 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 HD4101F BUCK�� SEE ROOF PLAN FI MORE INI (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = 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 REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C. COMMON BM. TO POST ATTACHMENT A SEE ROOF PLAN SCALE: 3/4"=1'-0 FOR BEAM SIZE & " BM. SPLICE OVER CONNECTION INFO. CL CENTER OF POST A A - I SEE PLAN FOR /6, 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 @cy ENTRY FRONT WALL s SCALE: 1/2" = 1'-0" 2x4 #2 SYP NAILER. NAIL TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR C SHEATHING ATTACHED 7-PER NAILING SCHEDULE SEE 2ND FLOOR L SECTION I FOR ADDITIONAL INFORMATION DIAGONAL 2x8 #2 SPF RIDGE BEAM v AT 8'-0" MAX WOOD TRUSS •�C •k 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"O.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR CANT. IF INDICATED USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 TRUSS TO LEDGER SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE VERIFY WITH LAN T & B CHORD STEEL OR WOODINFO. BEARING SUPPORT - MIDDLE (4) NAILS ATTACH NAILS OR LOCATION AND O INTO END �OF EACH FLOOR DIRECTION (IF PARALLE TRUSS, 24 O.C. MAX. (AT SEE 2/D2 FOR BLOCKING A -A ALTERNATE BLOCKING CORNER EACH SIDE C G.T. INSTALL INFO) (4) NAILS EACH SIDE) SEE FOUNDATION DETAIL @ INTERIOR BEARING " PLAN FOR MORE INFO MASONRY (TYPICAL) WALL 3 4L SCALE: 1 /2" = V-0" COMMON B M . ATTACHMENT 1 g WOOD TRUSS A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-0" SECTION AT LOW ROOF s SUPPORT WHERE TRUSS DEPTH EXCEEDS SCALE: 1/2" = 1'-0" TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2"=V-0" OIL VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR W/ USP SPT22 @ ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS rr BASE & SPT24 @ TOP 1 h 2x,4 #2 SPF BRACING @ ��� NAILING SCHEDULE V '? EXTERIOR SHEATHING OUTLOOKER INFO. " 4 O.C. INFO. ti I 2x BLOCKING BETWEEN 16 O.C. W/ (4) 12d- �lL I,I COMMON TRUSSES. ATTACHED PER STUDS TO TRUSS W/ (2) TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE G 12d TOENAILS EACH END STRUCTURAL SHEATHING PLATE & (2) 12d END NAILS TO TRUSS MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE It ( BETWEEN TRUSSES (2) 12d NAILS TO EACH ATTACHED PER NAILING BOTTOM CHORD SPF TOP PLATE INFORMATION. J/S6 FOR MORE INFO. GABL LOW ROORWALL VERTIVAL STUD ) SCHEDULE TRUSS��< SHEATHING ATTACHED " PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD - NAILS @ 16" O.C. ALONG W/ USP MTW12 TO BLOCKING ROOF SLOPE USP LSTA30 OR MTW12 TO FLOOR (2) 16d NAILS TO �y BELOW @ 16" O.C. WOOD WALL GIRDER BELOW @ 16" O.C. EACH COMMON TRUSS/ FRAMING - OR TRUSS. 2X4 CONT. W/ 2 O MIN. 2x4 #2 SPF STUDS @ TYP TOP &BOTTOM %yi SEE PLAN 16d COMMONS>< 16" O.C. W/ EXTERIOR Q IL NAILS EACH SHEATHING ATTACHED 46 j STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP / PLYWOOD (3) 12d TOENAILS TO - a.. HTA16 @ 4'-0" O.C. TO GABLE FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL .A TRUSS BEAM BELOW: USP _ ROOF SYSTEM TOP OF WALL :� OR BEAM HTW20 @ 4'-0" O.C. TO GABLE o MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN 44. TRUSS - W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR COMMON TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION SEE ROOF PLAN RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. 44. FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. SECTION @FLOOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY g CONNECTION 22 SECTION AT HIP GABLE 12 SECTION BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'4' SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS o C� � z c z� Q z cn 4--J w M o Ow N o U) co V) 0 0 mti (10 U W WW ~0) c, M C W M 5:.CO O oN in IV U L l L � 5,6a ("a 4) Y Q tT u7 C0 v_ Q O N C B DC A, B D. i r 4rn t�1 $ CO g' J VV IL.ZW v�C ' .. ;Q o. �Q�o z L LLW/f 14�SS\O R° re M . ��� '/fit tttt��N 0 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 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. 1f O O N O M O M Q V) M Ln Qa In �7<7 CC V fu'-' ZM Cl Q z J � W 0, w z°a f d' ly 3F z800 E�z J Oy�J Lo C 8 1 U) �a oZ T V' O z� au xz > z M Lu 0 ad J W 'o ZO J I-- LU XOc� o Ja Q V H Z LU Ln lyj o z o iL Q r¢- 2wl; E Ln .--+ LPG Q Z z tu- _ �Z O^ Z g LU Q o f ,-I SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. D1 THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^ "^ WEATHER ✓E BARRIER & IARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRU)MONS: 1. Cut, fold up & temporarily secure west barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING -� REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NOT USED NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN ___111 OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIE UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH Oj 8 2 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER SELF -ADHERED FLASHING CEMT. FINISH SILU POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING FER Rom RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE r- SELF -ADHERED FLASHING I - SELF -ADHERED FLASHING INSIDE CORNER Ground SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) 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 sheathingpaper. One f No.15 asphalt p pe layer y o p t 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 0.0194nch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Oin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of comer may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary 7/8" Cement Plaster IC in accordance with Rot 4ASTMC926 M Felt backed metal ADHERED FLASHING Foundation Wall° SELF -ADHERED FLASHIN1 a lathe in accordance ° a with ASTMC1063 2 3" MIN Building Paper 4 7/16" O.S.B. rvsarm��a rr.n.�m..a O j �� 5 sheathing Metal SELF -ADHERED FLASHING SELF -ADHERED FLASHING Flashing FOUNDATION WEEP SCREED . DECK JOIST 1 OUTSIDE CORNER ' Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing NOT USED NOT USED Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL 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 comer will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z c Z Q a. Z Cn C9 Q) N W p •U 0 LLJ 0f o Ili M v I 1- O m o U LL 0 M 0 M C 0 M E 8= as 2 :2 M 02o ai U y r u. o0 00 M Q 0 � u7 CL v Q o A , B Do NC BYDC O N N a ro � .w o��p, Op V yoo NZ C Go o r N o `- Z W a�z OIY - &vd'M T E J Z LJ!- Nu-C'J 44 M (Nod j•= a.. LU Jv aw Za.-SZr0� � W .w IIAA�N8 LL Z°'��fi m M d Na; N J o o O 0 00 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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. If C 0 Z N O cu >V)ro Qv' -fU Ln �L a V) Qa) u- Ln CL aC V Q.00 Z < E Z ro IJCD W �z �o is f ad�a ti 480 o� ozZ V J 0.0 0. 2 J �5 rl J Co a �o, L UJ }o XZ > rl 0 Z c M u- w3 � g 5'"0 1 O U = a LLJ w 0i Yi&22 Q Zao!k ¢3 ^ oWce 0 oc Z Z J CY �,oZ -4 6i Q Z o W o <~° W rl Z Zz m rn _t Z ,--I a- to 2: in SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. W P USP Stock No. A3 Florida Statewide Product Approval FL17244.1 Evaluation Report ESR-3455 Simpson A23 Florida Statewide FL10446.2 Evaluation Report ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 HD212-2 FL17232.3 ESR-3445 HU212-2 FL10655.23 ESR-2549 H D216 F L 17232.3 ESR-3445 H U216 F L 10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 H D28-2 F L 17232.3 ESR-3445 H U 28-2 F L 10655.34 ESR-2549 H D410 F L 17232.4 ESR-3445 H U410 F L 10655.44 ESR-2549 H D412 F L 17232.4 ESR-3445 H U412 F L 10655.45 ESP-2549 H D610 F L 17232.4 ESR-3445 H U610 F L 10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470A SIM200803 HGAM10KT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 HTT5 FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 HTW16 FL17244.8 ESR-3455 HTS24 FL10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM 16 F L 11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 F16223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 1`117232.7 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 F110655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 F L 17232.7 ESR-3445 L U26 F L 10655.104 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 F L 17232.12 ESR-3445 M ST60 F L 10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LT720B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTT131 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 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 FL10852A1 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MT W 16 FL17244.8 ESR-3455 MTS20 F L 10456.36 ESR-2613 MT W 18 FL17244.8 ESR-3455 M GT F L 11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 F L 17239.13 ESR-3449 FGTR F L 11473.2 SIM200802 PAU66 F L 17239 A 3 ESR-3449 C S 16 F L 10852.1 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 RS 150 F L 17244.27 ESR-3455 H 10A FL 10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A F110456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 F L 11470.3 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 S PT22 F L 17244.30 ESR-3455 S P6 F L 10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTH8 FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HDQ8-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 ESR-3445 MSTAM36 FL11473.19 SIM200802 THD612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation Report LGT3-SDS2.5 FL11470.7 SIM200803 UPHD8 FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 PRODUCT APPROVAL SPECIFICATION SHEET As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number s () Test Pressures 1. EXTERIOR DOORS A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47.0/-47.0 psf ThermaTru Fiber Classic / Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.01-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL11537.1 N/A (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 190011970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 155011570 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 15I1b Felt Undedayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 N/A C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.1 N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see chart ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999A - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber -TJI FL1630.1-FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, 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 N > 0� W U .� C (3) (� cu (n C O 0 Q 'L O O L0 .� (3.) M p > Q M O -400 a- -0 v�/) Q E Z Z W J Cin E Z cn cu > 0 0- CL Q C) L W U m I- O L LLJ a 0 z � z Q J 11 SHEET NO. PA 1.0 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 FL#15225-R3 Code Entity or Date Date Date Pending Date Type Versio Manufacturer Contact Enaineer&License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/1312015 07/05/2015 Approved Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-6555 SubCategory: Swinging Exterior Door Assemblies rickoCrwbldgconsultants. Compliance Method: Certification Mark or Listing com FL#15225-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design SSe _# Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 5 e. "Srrooth-Star"a and "Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Therma-Tru" and without Sidelites. Inswing and Outswing 6 f. "Premium Series", &.quot,Consfruction 6/8 and 8/0 Opaque and Glazed Steel Door with 12/3112021 No Yes No N/A Series" and "Benchmark by Therma-Tru" Transoms. With and without Sidelites. Inswing and with Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#15279-R4 code 9nlibL21 jgpg Versio Manufacturer Conmct Engineer & License Validated By Revision 2014 Clopay Building Products Company Mark Westerfield Intertak Testing Services NA, Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 Subcategory: Sectional Exterior Door Assemblies nwvesterfield@cbpay.com Compliance Method: Certification Mark or Listing FL#15279-R4 Products Page 1 of 1 1/92017 ,Datg I? Date Pend Ina patg Validated Submitted FBC Approval Approved Status Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (rrin. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE® W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (9'2" to 160" 05/21/2028 No Yes No +30 PSF1-30 4RSF, 6RST, 6RSF, 48. 42, 55, 486, 42B, 55S, GD5S, wide) WINDCODE® W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 W6-09 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 488, Steel Pan (min. 25 ga.) Single -Car (up to 9'U' wide) 05/21/2028 No Yes No +38 PSF/42 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE® W6 Garage Door PSF 102 102 W6-16 PAN-2F153: 73, 75, 84A, 94, 42. 48, 42B, 48B, Steel Pan (min. 25 ga) Double -Car (92' tD 167' 05/21/2028 No Yes No +37 PSF/-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE0174; WO Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15288-R2 Code Entity or pate gala Date Pending 20 I= Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Aooroval Approved Status Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Subcategory: Horizontal Slider bsitlinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288412 Products Quality Assurance Approved for Use Approved for Use Impact Design 22" Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No N/A 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No NIA 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No N/A SLIDER Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1/92017 FL#15000-R2 Code Entity or i 20 Date Pending 292 I= Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298-1740 PE43409 (813) 767.8555 Subcategory: Swinging Exterior Door Assemblies rickv@rwbldgconsultants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#15000-R2 Products Quality Assurance Approved for Use Approved for Use Imgact 1Design S, ea # Product Model. Number or Name Product Description Contract Expiration Date In HV`FiZ Outside HVHZ Resistant Pressure 1 a. &quct;Fiber-Classic" or "Smooth-Star" 6'8 "Non-Impact" Opaque Fiberglass 12131/2018 Yes Yes No N/A Door with & without Sidelite(s) - Outswing (X OX or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#11537-R6 Code Entity or TV- Versio Manufacturer Contact Engineer & License Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Category: Exterior Doors (641) 423-1334 Subcategory: Exterior Door Components nelson.kraschel@deorgro Compliance Method: Certification Mark or Listing up.com FL#11537-RG Products Sea # Product Model. Number or Name Product Description 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of hollow metal doors. 2 M, CM, and G Series Frames Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868-4707 Page 1 of 1 1/10/4017 pang gad Date Pend Inc Pik Validated Submitted FBC Approval Approver Status 07/21/2015 07/21/2015 07/27/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12131/2017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/9Q017 FL#15278-R4 Code Entity or Data Date Date Pend Ina Data Type Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed bsitlinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1527844 Products SW Product Model. Number or Name Product Description 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PN NI 96X48 FIN 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 FIN Quality Assurance Approved for Use Approved for Use Im DaCi Design Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#13182-R4 FL#15272-R1 Code Entity or Date Date Date Pending Date Code Entity or jig pM Date Pend Ina Date Tye Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Tv Versio Manufacturer Contact Engineer & License Validated By 'Validated Submitted FBC Approval Approved Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, RE 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, RE Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 Subcategory. Siding pingsheng.zhu@jameshar Subcategory: Soffits nthompsonrmalside.00m Compliance Method: Evaluation Report from a die.00m Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL#13192-R4 Products FL#15272-R1 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design SW Product Model. Number or Name Product Des 23mi 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 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. ",2T" Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 2 b. "Alliance T4&quoit Soffit Vent or Solid Vinyl Soffit 12131/2018 No Yes No N/A FL#15332-R3 Products Sea # Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGD FL#15217-R4 220 Iygg Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows Subcategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Sao # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 220 Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows Subcategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15333-R2 Products S-0 Product Model. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-R10 jypg Versio Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing Subcategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-R10 Products Ali jF Product Model. Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED OX XO, XX 96"x96" SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96", SERIES 420 REINFORCED ALUMINUM SGD OXO 146&:quot;x96" SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96&quo1; Page 1 of 2 1/92017 Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No WA 12/31/2017 No Yes No N/A 12/31/2017 No Yes No WA 12/31/2017 No Yes No N/A 12131/2017 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Brent Sitlinger Luis Roberto Lomas (717)365-3300 PE-82514 bsitinger@mrwd.com Product Description SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 8811BX72 Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 2 1/92017 Date 22k Date Pending Validated Submitted FBC Approval Approved Statute 06/30/2015 06/25/2015 07/06/2015 011/19/2015 Approved Quality Assurance Aooroved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No WA 12/31/2017 No Yes No N/A 12/31/2017 No Yes No WA 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail En Contact Enci ear & License Brent Sitlinger Luis Roberto Lomas (717)365-3300 PE-62514 bsidinger@miwd.com Product Description 1445, 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/92017 Data pilg pate Pend Ina Validated Submitted FBC Approval Aoo�rooved Status 06/29/2015 O6/19/2015 07/05/2015 08/19/2015 Approved Quality Assurance Approved for Use Aporoved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes Yes WA Florida Department of Business & Professional Regulation Page 1 of2 Building Codes and Standards 1/92017 Product Approval Application Detail Entityor 2M pig Date Pend Ina 20 Contact Engineer & License Validated By Validated Submitted FBC Agoroval Approved Status Mark Hamer Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12/15/2016 Pending FBC Approval (610) 651-5847 PE-59166 (954) 772-6224 markd. harner@saint-gob ain.00m Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressu 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes WA WA architectural asphalt roof shingles O o L Q_ C O C .a Ca CU cO C O ca. N O U_ a) L CL L CU ``CU^^ Q Z Z W J CIO _C0 0 ■ _4__j CIO < -0-0 V 0 ca O QD CL CL tJ U O �J L W Cn ICU ICU V Q V11.... m W � W Q a) Z Z Q J SHEET NO. PA 1.1 .,C Cl) C0 N }, O f� CL O Florida Department of Business & Professional Regulation Page 1 of 1 Q O L Building Codes and Standards 1/9rz017 � (a � CL Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Noel or 1 .� Cl) Building Codes and Standards 1/9n017 Building Codes and Standards 2/WO17 Product Approval Application Detail U -�-' >` (113 cu Product Approval Application Detail Product Approval Application Detail FL#5219-R3 -0 0 - L •O FL#12328-R7 Products Qualtty Assurance ADDroved for Use Approved for Use Impact Design FL#21675-RO 1Cpde Tvoe Versio Manufacturer Entity or Contact Engineer & License Validated By ?� � Validated Submitted Date Pend Ina FSC Apgroyal ?� e ADorov d Status O Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven PE 05/01/2015 04/29/2015 O 11y,g Product Model. Number or Name ion Contract Expiration Date Product Description in HVHZ Outside HVHZ Resistant Pressure Code r Entity o gate p�q Date Pending M. Urich, 05/10/2015 06/23/2015 Approved e No. 15 UL Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A Ty Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status Category: Roofing (813) 248-3456 PE-31242 (717) 317.8454 Co O 'e'er rri— CU 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 Integral Part of the Roofing System fivalidation@yahoo.com (/) 0 '0 > Approved Compliance Method: Evaluation Report from a , _ E Cl)� L Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida O 'CU Q Search Criteria Subcategory:0 Underlayments john.cheslak@hgwrap.co (604) 520-3321 Professional Engineer ` Q Compliance Method: Evaluation Report from a in FL#5219-R3 Products �— Q Code Version: 2014 FL #: 12328 Product Evaluation Entity .� Application Type: ALL Product Manufacturer. ALL FL#21675 RO Products QualttyAssurance Approved for Use ADgroved for Use Impact Design Category: ALL Subcategory: ALL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Compliance Method: ALL Quality Assurance Approved for Use Approved for Use Impact Design 1 1- "Flat Top Off Ridge Vent with Baffle for Tile" Minimum 26 Gauge Steel, Nominal 4', 6', 1213112019 No Yes No N/A Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 8M9;, or 10' Wide Off Ridge Vent Attached to Product Description: ALL Approved for use in HVHZ: ALL 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes WA N/A Wood Deck ToughSkin 30, ToughSkin 50 2 2- "Round Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4', 6', 12/31 /2019 No Yes No N/A Approved for use outside HVHZ: ALL Impact Resistant: ALL Tile" 88#39;, or 10', Wide Off Ridge Vent Attached to Design Pressure: ALL Date From: ALL Wood Deck Date To: ALL 3 3- "Standard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4', 6', 12/31 /2019 No Yes No N/A for Shingles" 88#39;, or 10' 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 111042017 Florida Department of Business &Professional Regulation Page 1 a 1 Building Codes and Standards 1/942077 Product Approval Application Detail Building Codes and Standards 1n0rz017 Product Approval Application Detail FL#17202-Rt Product Approval Application Detail FL#2075-R7 Code Entity or 2& 2M Date Pendino !Date FL#16588-R1 Code Entity or 219 jig Date Pending 29A IYL Versio Manufacturer Contact Engineer & License Validated By 'Validated Submitted FBC Approval Approved Status IM Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22/2015 Approved Sole Entity or Date 20 Date Pending Date Affirmation 2014 Florida Metal Products Inc. ClarkJones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27n015 02/27/2015 03109/2015 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317.8454 TvDe Varsig Manufacturer Contact Engineer &License Validated By Validated gubmittad FBC Approval Approved Status Subcategory: Roofing Accessories that are an acarter@lomanco.com Affirmation 2014 O'Hagin Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06/25/2015 Approved Category: Roofing (904) 783-84M (786) 315-2590 Subcategory: Roofing Accessories that are an clarkr@flamco.com Integral Part of the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 Integral Part of the Roofing System Compliance Method: Evaluation Report from a Subcategory: Roofing Accessories that are an gdaniels@ohagin.com Compliance Method: Evaluation Report from a Florida Engineer Registered Architect or a Licensed Florida Professional En 9 Integral Part of the Roofing System Product Evaluation Entity Compliance Method: Certification Mark or Listing FL#2075-R7 Products FL#17202-R1 Products FL11116588-R1 Products Quality Assurance Agproved for Use Approved for Use Impact Design Seg # Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved for Use in HYHZ Outside HVHZ Impact Resistant Design Pressure Quality Assurance Approved for Use Approved for Use Im act Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A WA 1 Deck -Air— DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.51-97.5 1 0'Hagin',s Cloaked Vent Tile Attic Ventilation Productfor the roofing applications 04/04/2018 Yes Yes N/A WA Mechanically Attached to Plywood Deck. 2 OmniRidge® PRO Vent PR04-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9n017 Q Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of FL#15076-R3 Building Codes and Standards 1/9n017 Code Entity or Date Pend Ina 20 TT_ Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status O Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/23/2015 Approved Florida Department of Business & Professional Regulation Page 1 of 1 Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Building Codes and Standards 1/9n017 ■ ri Subcategory: Storm Panels tim.robinson@gppentcom FL#1849-R9 Compliance Method: Evaluation Report from a Product Approval Application Detail Florida Registered Architect or a Licensed Florida Code Entity or Date Date Date Pending Date Professional Engineer CIO Ty- Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15076 R3 Products FL#1508"11 Revision 2014 Boral Roofing / MonierLrfetile Thomas Jemnrett ICC Evaluation Service, LLC Gary W. Walker 09/1012015 08/25Y2015 09/20/2015 Approved Category: Roofing (602) 269.2288 (205) 854-0100 Quality Assurance Approved for Use Approved for Use Im Dact Design 2012 Entity or 20 Date Pending Date Subcategory: Roofing Tiles thomas.jemmettl�boral.co iiQ9.� Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant u@ Pressure Versio Manufacturer Contact Engineer & License Validated By d FBC Approval AQ81'Si,Y$d, aStatus Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes 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 all 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 12131/2017 No Yes Yes N/A Subcategory: Fabric Storm Panel tim.robinson@gppenteom 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 Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 700 -Shake, Slate & Split Shake Flat Profile - Stockton 12/31/2018 No Yes N/A NIA Coe �- �- I� �� Date Pending i� FL#150MR1 Products 14 Saxon 900-Coun Slate, Shake y try p Fla Profile -Henderson 12131/2018 y No Yes N/A WA Type Versio Manufacturer Contact Eno ineer&License Validated By Validated Submitted FSC Approval Approved Status Quality Assurance Approved for Use Approved for Use ImpactDesign 15 Saxony 900 - Country Slate, Shake, Slate &, Split Flat Profile - Lake Wales 1213112018 No Yes WA WA Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12/21/2016 Validated Ull Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category: Shutters (954) 889-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12131/2018 No Yes N/A N/A Subcategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Compliance Method: Evaluation Report from a f0 24 Villa 900 Medium Profile - Lake Wales 12131/2018 No Yes WA N/A Florida Registered Architect or a Licensed Florida Al V/ 25 26 Villa 900 Villa 900 Medium Profile - Denver 12131/2018 Medium Profile Stockton 1213112018 No No Yes Yes N/A WA WA N/A Professional Engineer - FL#15076 R4 Products Agyg Product Model. Number or Name Quality Assurance Product Description Contract Expiration Date Approved for Use Approved for Use in HVHZ Outside HVHZ Impact Resistant Design pressure 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A 2 24 Gage Galvanized Steel Storm Panels/NHVHZ or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/3l/2017 No Yes Yes N/A O or not by tracks to provide hurricane protection. O L U Florida Department of Business & Professional Regulation Page 1 or 1 O Building Codes and Standards 1/942017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 a 1 Cn ��1L Q_ Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9n017 FL#12856-R5 Product Approval Application Detail Product Approval Application Detail fa) Code Entity or 20 21X Date Pending 2M CU Tyne Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#17869-RO FL#1999-R5 m Revision 2014 Town and Country Industries, Tom Johnston Frank I. Bernardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/22/2015 Approved Category: Shutters SubC o Storm Panels ateg ry: (954) 493-8551 PE-0046549 P.E. tomj@tc-alum.com (305 510-8531 1� ) Code I)lE8 Versio Manufacturer Entity or Contact Engineer & License Validated By 2& Date Pending Validated Submitted FBC Approval Date Agproved Status Code Tone Versio Manufacturer Entity or Contact Engineer & License Yandated By IDate 20 Validated Submitted Date Pending FBC Approval 20 v Approved Status Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved Revision 2014 ITW Building Components Group Inc. / Paslode Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved Florida Registered Architect or a Licensed Florida Category: Shutters (561) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918-6473 (407) 681-1917 Professional Engineer Subcategory: Storm Panels Compliance Method: Evaluation Report from a mikeb@allamericanshutte Subcategory: Truss Plates slewfs@alpineitwcom FL#12856-R5 Products rs.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Product Evaluation Entity L Quality Assurance Approved for Use Approved for Use Impact Design Professional Engineer �gq Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#17869 RO Products FL#1999-R5 Products ICU 1 0.050" Aluminum Storm Panel 0.050" Aluminum Storm Penal with Optional 12/31/2018 No Yes Yes N/A Quality Assurance Approved for Use Approved for Use Impact Design W 2 "Safety Edge" Storm Panels Clear Panels "Safety Edge" Storm Panels, 28ga 12131/2018 No Yes Yes +54/-54 Se # Product Model. Number Name Quality Assurance Product Contract Date Approved for Use Approved for Use in HVHZ HVHZ Impact Resistant Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure �_ or Description Expiration Outside Pressure 1 ITW ECG Higher Strength (H & S) Metal Connector Plate 12/31Y2020 Yes Yes N/A N/A (0.018"") Steel, 0.022" Alum (Pert Half) 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12131/2017 No Yes Yes N/A 2 ITW BCG Hinge Plate Metal Connector Plate 12/31/2020 Yes Yes WA N/A Q ^' 3 24ga Steel Storm Panel and Non-Perf), Clear Polycarb (Full and 24ga (0.0232"•,) Steel Storm Panel with Optional 12/31/2018 No Yes Yes +100/-100 3 ITW BCG Trulox Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Z �✓ W Clear Panels 4 ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A N/A 4 Aluminum Hinged Storm Panel .050" Aluminum Non -Porous Hinged Storm 12131/2018 Yes Yes Yes N/A Z Panel Q J a. SHEET NO. PA 1,2 N 0 L LCL N Q 0 ^O CU FL#1645 R4 9g1 IYps Versio Revision 2014 Manufacturer Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Florida Department of Business &Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Validated By Robert Taylor ICC Evaluation Service, LLC APA - The Engineered (541) 826-0200 Wood Associationco robeMaylorl@bc.com (253) 620-7467 ggjg Q�jg Date Pend Ina Validated Submitted FBC Approval 05127/2015 05/06/2015 20 Approved 06/02/2015 Page 1 of 1 1/sno17 Status Approved Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9rz017 Product Approval Application Detail FL#2197-R5 Da n Code EntIN or gig Q� to Pending g;� Ty Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MiTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, O6/30/2015 06/11/2015 07/05/2015 Approved Category: Structural Components (314) 851-7480 LLC. Subcategory: Truss Rates dwert@mii.cem (205) 599-9800 Compliance Method: Evaluation Report from a Product Evaluation Entity Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9no17 Product Approval Application Detail FL644 R4 �g�,� Entity or g�jg gig Date Pending ,Q� Iypg Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approygd Status Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/0212015 Approved Category: Structural Components (541) 826-0200 Wood Association Subcategory: Engineered Lumber rober taylor@bc.00m (253) 620-7467 Compliance Method: Evaluation Report from a Product Evaluation Entity = = Co c � -� (,) -0� � 0 Q •L 0 L LL ICU 0 CU 0 .� (n CD L_ -4-4 !E CU 'Ch CU Q FL#2197-R5 Products FL#1644-R4 Products Product Evaluation Entity Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 M18SHS 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A N/A Quality Assurance Approved for Use Approved for Use Impact Design Seg # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Versa -Lam Laminated Veneer Lumber Ot/01/2035 No Yes N/A WA FL#1645-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design Sao # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 Mill 16 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 1 AJS Joists Wood "l", Joists 01/01/2035 No Yes N/A N/A 3 MT18HS 18 ga. high strength truss connector plate 12/312017 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 12/31/2017 Yes Yes N/A N/A Search Criteria Florida Department of Business & Professional Regulation Building Codes and Standards Page 1 of 1 1/9rz017 Product Approval Application Detail z Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards 1WO17 FL#6527-R6 Florida Department of Business &Professional Regulation P 9 Building Codes and Standards Page 1 of 1 1/9Q017 Code Iygg Versio Revision 2014 Manufacturer Weyerhaeuser Entity or Contact Eno ineer& License Validated By Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. I2& 20 Date Pending Validated Submitted FBC Approval 07/06/2015 05/12/2015 12 Approved 07/302015 Status Approved FL#158-R7 Product Approval Application Detail Product Approval Application Detail Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a (253) 924-4084 (608) 839-1344 jim.andemon2@weyerhae user.com Ij= Code Versio Manufacturer Entity or Contact Engineer & License Validated By Date Pending Validated Submitted lied FBC Aporovai Date Approved Status FL#1630-R8 FL#6S27-R6 Products Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL (813) 621-4641 (788) 315-2590 03/16/2015 02/2412015 03/182015 Approved Code Iypg Versio Revision 2014 FL#1630-R8 Products Manufacturer Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity Entity or Contact Engineer&License Validated By Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E (253) 924-4084 (608) 839-1344 jim.anderson2@weyerhae user.com 2= f Validated Submitted 07/06/2015 05/122015 Date Pending FBC Approval I2 Approved, 0713012015 Status Approved Sea # 1 2 3 4 Product Model. Number or Name ilevel Rim Board Microliam LVL Parallam PSL Timberstrand LSL Quality Assurance Product Description Contract Expiration Date Structural Composite Lumber or Oriented Strand 03/31 /2017 board Rim Board Laminated Veneer Lumber 03/31/2017 Parallel Strand Lumber 03/31/2017 Laminated Strand Lumber 03/31/2017 Approved for Use Approved for Use in HVHZ Outside HVHZ No Yes No Yes No Yes No Yes Impact Resistant N/A NIA WA N/A Design JPressure N/A WA WA N/A FL#1588 Sec # 1 Subcategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing R7 Products Product Model. Number or Name High Strength Concrete Lintels cparrino@castcrete.00m Quality Assurance Approved for Use Approved for Use Product Description Contract Expiration Date in HVHZ Outside HVHZ 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes Impact Resistant N/A Design Pressure N/A Quality Assurance Approved for Use Approved for Use Impact Design FL#6527-R7 FL#156-R8 Ii�g P1 1 2 3 4 5 6 Product Model. Number or Name TA 110 TJI 210 TJI 230 TJI 360 TJI 560 TJI/5WD Product Description Contract Expiration Date Prefabricated Wood I -joist 03131/2017 Prefabricated Wood I -joist 03/31/2017 Prefabricated Wood I -joist 03/31/2017 Prefabricated Wood 1-joist 03/31/2017 Prefabricated Wood I -joist 03/312017 Prefabricated Wood I -joist 03/31/2017 in HVHZ No No No No No No Outside HVHZ Yes Yes Yes Yes Yes Yes Resistant N/A N/A N/A WA N/A N/A j N/A N/A N/A WA N/A NIA �� TVDe Versio Revision 2014 Manufacturer Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity Entity or Contact Enalneer & License Validated By Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. (253) 924-4084 (808) 839-1344 user. derson2�weyethae user.com � � Date Pending Validated Submitted FBC Approval 10/31/2016 10/25/2016 120 Approved 11/05/2016 Status Approved Twe Revision 9492 Versio 2014 Manufacturer CAST-CRETE USA, Inc. Category: Structural Components g ry: po Subcategory. Products Introduced as a Result of tag ry: New Technology Compliance Method: Certification Mark or Listing Entity or Contact Engineer & License Validated By Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL (813) no@ca41 (788) 315 2590 p trio c a o�castaete.com 2nES p.;;Se_ Date Pending Validated Submitted FBC Approval 05106/2016 04/29/2016 � Approved 05/06/2016 Status Approved PP FL176527-R7 Products FL#158-R8 Products Sag # 1 2 Product Model. Number or Name Mioollam LVL Parallam PSL Quality Assurance Product Description Contract Expiration Date Laminated Veneer Lumber 03/31/2017 Parallel Strand Lumber 03/31/2017 Approved for Use Approved for Use in HVHZ Outside HVHZ No Yes No Yes Impact Resistant WA N/A Design Pressure N/A N/A 11221 1 Product Model. Number or Name High Strength Concrete Lintels Quality Assurance Product Description Contract Expiration Date 4, 6, 8, and 12 inch wide lintels 05/21/2017 Approved for Use Approved for Use j in F VI Zi Outside HVHZ Yes Yes Impact Resistant' N/A Design Pressure N/A 3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes WA N/A 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes WA N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/312017 No Yes NIA N/A CIO Florida Department of Business & Professional Regulation Page i of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9n017 Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/9rz017 Product Approval Application Detail Building Codes and Standards 1/9n017 ♦� Product Approval Application Detail FL#5450-R5 Product Approval Application Detail CIO FL#1774-R4 Code IYPS Versro Revision 2014 Manufacturer Commercial Concrete Products,lrx:. Category: Structural Components SubcategoryProducts Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Entity prat Contact Engineer & License Validated By o tact Robert Gillis THUY H. HUYNH Florida Engineering (813) 859-3707 PE-80122 Solutions precastgator@yahoo.com (352) 588-5311 20 Validated Submitted 07/03/2015 06/24/2015 Date Pending FBC Approval 08/20/2015 fit$ A Approved 08/26/2015 Status Approved �g Tvoe Versio Revision 2014 FL#5450-R5 Products Manufacturer Powers Steel Inc. Category: Structural Components subcategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Entity or Contact Engineer & License Validated By William powers Steven W. Schaub SAMUEL A. (602) 437-1160 PE-60509 GREENBERG, RE, bill@powerssteel.00m (813) 645-0166 20 BM Data Pend Ina V la idated Submitted FBC Approval 03/26/2015 03/23/2015 03/30/2015 20FL#11383 Approved 06/231'2015 Approved R4 g I= Versto Revision 2014 Manufacturer Powers Steel Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Engineer Florida Registered Architect or a Licensed FloridaProfess anal Engineer EIISibL9S Contact Engineer & License Validated By William powers Steven Schaub SAMUEL A. (802) 437-1160 PE-60509 GREENBERG, P.E, bill@powerssteel.com (813) 645-0166 to 20 Date PendingDate Validated Submitted FBC Approval 03/262015 03/23/2015 03/30/2015 Approved 06/22/2015 Status Approved FL#1774-R4 Products Iieg # 1 Product Model. Number or Name Quality Precast or Commercial Concrete Products Quality Assurance Product Description Contract Expiration Date Precast and Prestressed Concrete Lintels 05252024 Approved for Use Approved in HVHZ No for Use Outside HVHZ Yes Impact Bg$i$Zs102 N/A Resign Pressure NIA 322" 1 Product Model. Number or Name PSbox8LT, PSbox8LT(5-5/8) Quality Assurance Product Description Contract Expiration Data Powers Steel lintels are field assembled lintels 0127/2017 consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing Approved for Use Approved for Use in HVHZ Outside HVHZ No Yes Impact Resistant N/A Design Pressure WA FL#11383-114 s- # 1 Products Product Model. Number or Name PovverBOX8 Lintels Quality Assurance Product Description Contract Expiration Date Powers Steel Lintels are field assembled consisting 011012017 Approved for Use Approved for Use j� Outside HVHZ No Yes Impact s nt Resistant N/A Design N/A bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. W V O Ca 0 Ilr_ U O Ca V m Q V m w� z J z J d SHEET NO. PA 1--m3 ■ I ,t�,Wv- w 0 115 7 Y