Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
36017 Stable Wilk Ave
0 w ALL WORK SHALL COMP-Y "V` CODES FLOR104 BUILD'14C NATIONAL ELECTRIC CODE, AND TIME CITY OF ZFpHYRHILLS ORDINANCES 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 Rad. Radius ADJ. Adjustable A.F.F. Above Finished Floor Ftg. Footing Ref. Refrigerator A.H.U. Air Handler Unit FIX Fixed Req'd. Required 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. BRG. Bypass door Bearing HB Hose Bibb SHT Sheet Cir. Circle Int. Interior S.L. Side Lights g Cig. Ceiling KlWall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Dec. Door Bell Decorative Mas. Masonry T.O.M. Top of Masonry Ded. Dedicated Outlet Max Maximum T.O.P. Top of Plate Dbl. Double M.C. Medicine Cabinet TR TOWEL RING Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher Mono Monolithic U.N.O. Unless Noted Otherwise Ea. E.W. Each Each Way N.T.S.Not to Scale V. Shower Valves VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Flr. Floor Pit, HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof 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. 1941 INDEX OF DRAWINGS I SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES 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. (� Z co O O 2 co Z � O a O Cv' Q) w �U — Ow V7 E 0 c%i r o 0 m cB V w N M O M c F— E —� N t Ooo U� �0 Sao v Q °o� rnQ o 1 NCB-D-C Q/ ggjj,, {{�� ((E��a `WAR `?t)?,`J Y"e` f z yy�`' � awnaag f''0o774r-• Q N o , .� w C) d 6R3 Q a� CM.i.. 5., I.. . C /.� erg a o 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. 1f O zo 0 N n ��=� M L0 M O Q g Ln a ;= � LL M ZQ cl� V Q '—I O Q � flu Z J � W d' oz �o W� Za <¢ r~ W Q Z 8 0 Q� Z W W X p W Z -LLI M. N20 W V w F- N en Z LLJ 8UJ Ln Z Z 0 ZZ Mw Z z iM LLJ O C: p ZgZ J Q U iz (u _ o� o r4 Z<0< iY Q J g': o�� Z i' r—J Jr-1 Q w Q Z �0Z < Wo Eta a� �Z M *-� Z a Z r� Z W = ¢Z W r ,rt a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. CS c c d O A O H.B. S3 EGRESS EGRESS O000 16�1�P P1ANMY \\\ ih AC PAD �-- N o I "ioS° FIBERGLASSa I A --- TIL-Mw i SURROUND S i 03 '- 10c;? � I rld I TYP @ 1 'o 00 l B STORY TILE — \ 60 20'-6g"" _ 10'-4" 10'-42" 2'4' I P 5,- t"" 11'-0'" r r0 w d o 00 O \ I _ I 1 •- I = MI00 I o I .- rn fn O A - o - - o N J V I D.W. I DO I BEDROOM 2 BEDROOM 3 .., T LE BED OOM 4 U,= MC7 L PATIO CAFE Q \ � L o 8'-0" CLG. �� 8-0 CLG. CARPET _� =o W O 8'- "CLG. W r �� I o 8 -0 CLG. _ -I- CARPET I c (n Lb C RPET — — c CARPET OPT. REF. j M ao N ( I 5068 B.F. 776- 4068 B.F. LMN _ - 4'-0" 11'43g"l 8"_8" T-4" /777 14'-6" I JFJ T-6" _ V-10" 4"_7 N rlo0 uilo0 I --- ---- R&S N -------R&S------ iV 2668 c i 2668 <> N �E ir HDR AT T-4"' 23'-o-"" 3'-10" T-8" 10'-10g j 9" "" C G.r. "" 2:12 VAULTED CLG. LO r -- I - 4 I ENTRY m to " ^ a K � � I 8'-0" CLG. T A r''n O LO S3 N I FAMILY RM 9 r R.A.G. (4) 2x4 #2 SYP " n 9 -4 CLG. 1 s� _ � 868 CARPET STUDS W/ USP CC T. S3 S3 00 HTT4 @ BASE r-------- -- I '- `n '- C71 I 8' C G. = NOTE: FINISHED I I AHU 1 ^ A„v 5"4"" m1 4"_0"" N U �-► IIN aFLUSH. a� WALLS TO BE I VERIFY IN I FIELD. I I S3 o. I� OPT. D OPT i i I I I TYP @ 1 STORY T O + (4) 2X4 #2 SYP STUDS BERG SS I I! I I I I I I I G I W/ USP HTT4 @ BASE SURROU D R_ r/ I I O 1 1 N S3 ��-'� 60"x36" _ _ _&S _ _ _ HANSON , K I I I I I SHOWER - 01 BOX @ 36" A.F.F. S3 I I X I I I c � — DRYER VENT LO j EDGE OF SLAB 2" — W I I I I b IT THRU ROOF I BEYOND WALL I r, I I =cn BMW 174- ' -� -- 2668 714" _ _$ I N -- "" I 2 CAR GARAGE I I I -- T I fl: 8'-0" CLG. I I I -� `° OWNER'S SUITE (�` W. I• 2 6 "" I 8'-0" CLG. TIE `'' • 8" -0" CLG. I I _ BUILDER TO PROVIDE I I I I I I 17$" �— CARPET - CARPET I APPLIANCE I I 0 0 5-SH -- 6" DPT ---- ____-- . PROTECTION N WHEN REQUIRED PER FBC L T - - - - - - - - - - - R&S T HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) -1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 91/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.OE Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 18JX25j S.N. 13 20X38s 18JX37j S.H. 14 20 X 50 1 18 J X 50 S.H. 15 20 X 63 18 J X 62 1 S.H. 16 20X72 18#X71j S.H. j 32 27 114 X 26 26 X 25 i S.H. J 33 27 1/4 X 381 N/A S.H. j 34 27 j X 50 1 N/A S.H. J 3$ N/A 26 x 37 1 S.H. j 34 N/A 26 x 50 S.H. J 35 27 1 X 63 26 X 62 1/2 S.H. 36 27 1 X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 J X 251 /2 S.H. 23 37 j4 X 38 j 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 62 1/2 S.H. 26 37 � X 72 36 � X 71 1/2 S.H. DOUBLE 2 WIDE 75"TALL 73 # WIDE S.H. 32 54 X 26 52 j X 25 j S.H. 33 54 X 381 52 # X 37 j S.H. 34 54 X 501 52 j X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 # X 71 # S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device.. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED - EXPOSURE "C" OA +25.6 / -27.8 © +25.6 / -34.3 +24.5 / -26.7 O +24.5 / -31.9 OE +23.0 / -25.2 OF +23.0 / -28.9 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND IIIIIIIIINIIIIIIIII TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B" I 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE FRONT ENTRY TOTALAREA 416 24 2376 A D H.B.+ S3 S3 INSULATION REQ. 55'-10" 1'-4° T-10" LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED 65'-0" EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION �R-11/13-13 KRAFT FACED (GARAGE / LIVING) 0 M o _ � o d C9 Q) v) +_j Uj •U — O � � tV V , o O M 00 (� CO N eNo Lu r— E ® V C tD 01) ce) a Tco O O No N L? L 00 0-0 ov Q rn rnQ o A ' B D. NCBDC ° �xx's�+ ~ LL o 0 02 O ® i }r tal �NLL w A' t.% AOM1 .. X%"�.0 t 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 ON Z OO � O / M M O a�'�`� C- L V a L �- � . lY U fl '-r 00 a Z W o z W� z Qa a� f� aa� �z80 °zW60; 7 ` y=o Wz LH LLB 00,0 J W D.. oo z zz Qo Oz O O a � M u S 0ZZ J O > - C.1) Q J V (n fo ,-uj - w ��0_ZO L � 8 6 V R m a N n. za� < W zQ a LU Zo �ou.o Z Z N � ,Z J ri IJJ di Q OZ8 W i5 ri *k M rl Q Z Z t7u adz R va, O d" Z Z o a z ,--I a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 1.0 1___F I I I I I 9'-11 a" 2'-84' o MIRROR �00 0 f° i I I I I O c Of BATH 2 M 0 CV O 0 � OPT. REF. KITCHEN MIRROR F 00 0 cn OWNER'S BATH O M RANGE KITCHEN OWNER'S BATH KITCHEN ISLAND O M INTERIOR ELEVATIONS SCALE: 1 /2"= V-0" cum Z M O O -'- O z� Q t� z O w C� o �U — OW o o can 0 U a, M W F-- E �- U C 20 M f0 'a cM O` 04 LO U O L LL W 0 (UiZ �CL Y Q 0I rn Off_ A' OD" N C B D C , 2'Y?T'� WWI e-YTY'1CZ�J � $ ¢4C azo 99� : a,,3�C'C.'' LLI NA.4QQ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O v r- 1--j:�0 M > (n 0 a�MU) U- '� V o. 00 Q .-0 Z W Jo� 0 R 35 w� za �a r~ aOa z 0, Z LU Z �OWZ //1 J aow. a LL W N t- w W O Z Z Z a O O M O v 3 L 1 LU S V � Z w O uOO- �FO U F x d9m� N zoo�� 0 J Coe � Is Z Z W N Lr) W O< ce Z, Q O Zo o LU Y Q r M Q Z F a�z W aZ z Qo qZ U rn t� a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 2.0 -- - - -- r,:, , a�its im i��: M 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. F.FL. 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. — - SPECIFICATIONS ---1��- -- - -- --- ------------------------- -- 12 5� � C 1 �i_DC�'� X E I F1 :710 0 E I F1 77 FF-11 =: I I m T-0" RIDGE VENT 12 5� 12 5� — — — — — NIL— — 14'-0" RIDGE VENT 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED FREEZE BAND HEEL ------------------- 1" x 4" SMOOTH TEXTURED HEADIBAND T.O.M. — — — — — — — — — TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 00 c� 2" PROFILE ELEVATION DECORATIVE SILL FRONT ELEVATION - B RIGHT ELEVATION - B. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1 /300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA! FT. *' (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of allagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ, IN. OF NET FREE AREA / FT. Formula: (Sq. R. Soffit Needed) x 7 = (Sq. In. Needed)19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. R. Soffit Needed) x 7 = (Sq. In. Needed)186.25 = Amount of O'Hagin Vents Needed cD Z M 0 Z 'Q O J Q C� z Lo cn W .0 — O w 1- 0 Mo ul r U o m� m LI-I !-_ E — U a) C) CU M W .0 M O oo = ai woo i' Il Ua) fvY 0,Qo Osr d CM rn¢ o A 1 N C B D C tea; `` 1 B D., 0 r- J••0� _ ram. U- U - d,n m `mo• IX Z W ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O O Z N 0 � O F/-4 M O a��� a •L to f1- Q U Q � U CL a E� z Ira WJ � d" J 0z V) W z a <a r~ a�lax �z)j0 z V(�� Oz Z Q p L.Z o. O u7 U � W N W O J W oZ zz 0 TT V ' LLI a f z T-4 W 5 Ln 3 ru M 9 S o z O QW J W � z O Wood : (V Uyrd� Z2oa I.I.. cWr?� a 3 ��_u�o Z W N InLLI a EO a ,--I ww - on 0 w g Y Q T I M G Q Q Z Q r <�Z Z N Z M^ Z g W = �0 ` Un ,--I IZ (n SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION No' 10 SHEET NO. 3.1 71T ;1.. r,I 1 , IL.,� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS _ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYR) EXTENDED OVERHANG TO - BE CENTERED ON DOOR - T.O.M. HDR HGT. -0111 -----J --F.FL. 14'-0" RIDGE VENT it REAR ELEV 1" x 9" SMOOTH 12 TEXTURED �5 FREEZE BAND T-0" RIDGE VENT --— -z_ 12 8"x8" SMOOTH 12 ool- r r _ - T TT— - - �— _ 5 TEXTURES CORBELS 5 ' I 3 TAB SHINGLES. ROOF — ' � ' — - - ' ' �..=r � I i I i i I _L -•-- � �- I� I _. � �_�I _ —i' r"T= _ INSTALLED AS PER MANUF. SPECIFICATIONS - - - - - - - - - - T.O.M. 1'-0" - - - - - - -1,-0" HDR HGT. — — — — — — — — — — lo — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED 2'-0" CEMENTICIOUS o FINISH ON C.M.U. _ (TYP.) TEXTURED 00 CEMENTICIOUS FINISH ON C.M.U. (TYP.) ----F.FL. +3" SMOOTH TEXTURED BAND TION - B SCALE: 1 /4"=V-0" LEFT ELEVATION - B General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN'"' (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. 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)172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of O'Hagin Vents Needed a (D U.) zM 0 — o Z Q Z Q � O U) Z Ln (D QD csa -N 'u - O U-1 E E o c%i r o 0 m� �% L1J Q1 M C N M I.— E ®col m o - C N Oo0 vo c LL 0 5 Ii + CY �aao u7 O"t rn rnQo A' B D. NCB,DC �o 1 � ... to off. �y. F•F+S • • cc cS co z - - �? CDw LL . �a'O., U_ yy}}¢¢ EL8. 4�y a � �'r a 0)�,cn X-RFLs� 0 W +� O Nqks. S M To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z cV O (L) N I --I 4-+ O U) , =5 t�o r>-I M Lr) Q��O z 7>7 C)- F- M .ro cl� U p- Q � E z C:) WUJI J Oz Wo zo a Z WQOoa tr U z O L) Z w w U QR =QWz � Lu L1J a}O.�o cc o _I W W o z z Qo zz 0 T'I Q Z M W O o L ' Q V Ui (a Z Q z J Q J ¢�0 pnn fV zaao< w Q ¢ JQ Q �oLU F- � Z W No, Lr) ¢0oZ oJ wdio M Q Z~8 Q:�z =Q Z aZ J 0 m � J LlJ = Q Ln a L40 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO, 211110 SHEET NO. 3.2 - � ��—7� I _T_— ELECTRICAL SPECIFICATION 200A INDOOR PANEL CENTER NOTES: #14 copper to lights & outlets ELECTRICAL CONTRACTOR NEMA 1 200 AMP 10 #12 copper to 20 amp ckts MUST VERIFY WITH THE #10-2 copper to WH SPECIFICATIONS FOR THE TYPE #,o-9 copper to Dryer OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR METER LOCATION PURPOSES. MO 2/0 or 4/0 SER Alu 200 amp 150 amp POWER CO. FEED — INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 — 4 Bare Cu Ground #4 GROUNDING WIRE WITH CODE APPROVED CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying With UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET 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 k& 220 VOLT OUTLET WALL SWITCH j3 THREE-WAY SWITCH ?4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE LIGHT FIXTURE WITH PULL CHAIN P.C. TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ;O EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) 0 PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT ELECTRIC METER NMI_ ELECTRIC PANEL —� 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 Gr=) (1) PHONE LINE, (1) DATA PORT WP GFI DISC. DEDICATED RECEPTACLE H.B. FOR MICROWAVE RANGE Ak t HOOD PER SPECS PENDANTAS y� \�ER SPECS J �u ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 12 , A�,— — 1-. FAMILY RM S S.D. ,/' ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE --WIRE \ 1 OWNER'S SY ITE I ROUGH -IN FOR / ` \ I OPT. CLG. FAN/ I IGHT PRE -WIRE �` \ GFI BEDROOM 2\� OPT. I REF. I I III III isll� ��1 C ,� mm �X_ q ■ RECEPT. FOR ALARM SYSTEM ROUGH -IN FOR / OPT. CLG. FAN/ / LIGHT PRE -WIRE / 19 I BEDOOM R )i U -YGFI @ 44" A.F.F. _------------ n I I 11 I I � GFI @ 44" � I A.F.F. GFI FOR GAR. DOOM GFI 2 CAR GARAGE I I I I I I O 1 IRRIGATION GFI @ 44" A.F.F. VERIFY LOCATIONS VERIFY METER H.B. ELECTRICAL PANEL LOCATION WITH BUILDER "� ROUGH -IN FOR / OPT. CLG. FAN/ G LIGHT PRE -WIRE BEDROOM 4 I, GFI ENTRY MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" ULO Z M 0 z� Q O O n�n ' to W Q •U — 0 LL, t /) � �m I- 0 0 Mo � o U a)M LLl F— O — 0 Ct M M N 2 M O oCN a) Ua) CN L_ FLCO CU Y rn�o to O -' d rn rnQ o A1 N C B D C � N N N W O 1 N �z W—"""Z A/ Ir "= LL O LL �Win vi C\l N Wa`1" w a W a ZVQQ�z O t m w U1 0 C �o� LLZ N�Ern°? m d � W 44 N a N M 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. 1 0 Z� �� o > ) M ro Q U) 170to .� 1�r a (A L! Q U_ ZF- �- Q U Q00 Z ?� E LU O W �0 oZ �o w Z <¢ z<o� ^ UW � Lu L.L JJ �oWZ J Q � tll J ■ ¢ U �Ro 8 �" t oZoo zz I-- }o < Z f r-I s O L1J 143 M w J o > � J VFn fu O L OLL Oz J WoO� N ¢ �o m Z�o< k Wz� 0Q f Z ZN L4,o oX~o W J Ln �--1 tL �Q o o cW G Q w t Y Q '1� M Q Z ce aZ Zce m O Q 1 W = ao W ,--1 a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. 4.0 0 (-D!;20 Z o Z Z nV)nj W cty 4-J LU •Q) _ 0 L N C2:: m 0 0V) ate— go CO in � ® C) LU a) Cl) C ftf " E ® Q, N 76 R Oo 0 (D r- LL 00 7 N Y O- O Ln Oy Qrn 0. rnQ0 A ' N C B D C fin. tom. n•. •. Wc- or tpC�.��� C� �i"' pT O T„' N p Q o oL m �� WIL w i , ���5�; U �O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 C) zN �4-Jo C)H (n M O M a(1'MLr' Q. L Q i" F- � M oC U C. '0 � Q cB Z LU W 110 oZ o 5 W� z Qa <a zasa z�0 1z- nW w mod' s 0 w Z Op-�W M 2 x J 010 W S W N mz0 O Z Z Z a O Sz VT' a z O -0 V 3 ro M 0 1 Z00 O Q a V ^ CL U LU LU I W � F ® 0 ¢o XOV _. N 0 U°`m° Zaoa ~ UJ of Z Q� 0 W d Q Z ��a Woo N °d�O Z J Ul) LJJ o o W Q W 0�8 rl M Q Z adz ri Z a Z J O o g = Q z LU r, r-1 a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 5.0 NO (D Z M O Z Q d v) z Un U a) v, 4--J Lu M 0 0 LU E t/) �� 0 o0 '�-` C) m l� a)M LLJ —0 C) - M Ooo _ U� L LL 00 7 O)Yr I' Y Q In O V CL— to Q O A B 1 D® N CI B D-C W cj e by+ 'D i p p0" Ll.. o rA <" W W M Npy� W _ f� Cn� d' w1 m,� LL LU t s s I N To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014)-Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z N 0 N 1-� :Lj O Ili U.) M 0 QU)(10 Lr) °- V .L L- LL H CL ^ Q U a� .� Z WJ t.0 d" cz o 3� co z a z a E� z ¢ °dam O 8 o o z w W -/'L �J 1. �oWZ W ¢. �y0 O uj ON W O cc z z V z z O F z JJ T g O --0 Z N3 M M s a) 0 o > z J Q V U (� 0 5 W LU J n d02W- a m � N a Oa �OLU ¢ � J 6l Q i-,tQK Z W Nao ui W Paz �QLL, Q � z o w � ¢ M Q Z~� =�z Z tu az z M OLU U.J¢ z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 6.0 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. Q CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS 5YP 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 10dx1-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 518" ANCH. 126 10dxl-1/2" HTT5 3225 5/8" ANCH. /(28)10dxl-1/2 K HD3B * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD513 * 4505 3785 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N 1165/1070 ** 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8-10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" O 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 1 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 1 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)1Od NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 112" SP1 585 535 10 -10d SPT22 685 8-10d SP2 1 1065 605 112-10d SPT24 1030 12-10d P2 1 645 555 1 12-1Old X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) A III (B) e) (A) (+ 1 OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") "FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT (*"). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS, FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS 1 OR CONT LEDGER .�A) R� INTERSECTIONS, SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4"=1'-0" 0 Q� zm0 0 —0 Z CO Z ¢O r1 Z QD nV) W N i--J Lu (10 C) "U — 0 LU V) 01- > - E o � M F- O 0 U Lu 4)M c co cm+) O e U (a '0 co Q O No U 0) U-GO PYlh 0 Y Q m O �_ Q O A' B D® N C B D C ,.°` 4'n•.p�=1�%F.1 iki'GF r "+ �� N co f`}Vy � O)LLJ, ` �gYF.0 5�v 1F °•s°�fi`R °r1(�°�111,•= 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. Z cV O cu 1-4 4-Jo F-4 M O M Q V) "M Lll a. V) �� n Q L- IL Ln C)- M oC U C00 a �� zro W °_ -.V) 35 W� za } r- z w ¢ � a uz0 9 .. Q J cue Z W w �awZ R V Z w N �w0 z Z z Z a �z z 1-4 O I IL a 0 4 0 > � 0 Z J z U LL- L o� boo HY o O aa XOc� NX /O� z<oa w0J Q 1 ` Z Z r—j Ln W J W Q Z 0 0W8 <LLJZ JJ M a¢ LAV z m ^ Q J = ¢ un z T-+ a (n 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 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added repar 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 wails shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12, Lintels loaded simultaneously with verical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load 1 . 0 Safe I vertical load Safe horizontal load _ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY Bona BE i !I. 8F44 1B/1T8F40 1B/1T 8RF40OBAT 8F321B/1T F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @BOTTOM OF LINTEL CAVITY 8 F 16- B/ 1 T F- J tNOMINALQUANTITY r � OF WIDTH #5 REBAR AT TOP NOMINAL - o HEIGHT MATERIALS cTf precaS intels = 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. 01 SM #5 EBAR .(1)RE TTOP ALTERNATE POWERS MIN. (1) REQ'D d -`A STEEL LINTEL d 0 d ° d .M.U. #5 REBAR AT TOP d ° d MIN. (1) REQ'D ° 4 1-1/2" CLEAR ° ° d d a ° GROUT _J a d REBAR AT J 4 ° BOTTOM OF � ? w w W y LINTEL CAVITY O C 1' Z_ OTTOM o. ,38z Q " REINFORCING PROVIDED IN LINTEL Q ¢ O m Z LL p w ,n ¢ D D �L � REBAR AT B( AS INDICATED 7-5/WACTUAL 40MINAL WIDTH (VARIES) con0 ° . L. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O O 6-10" LL O LINTEL PLAN SCALE: %4 =1'-0" Z o o �O nV) W cep LU Q O I— E N 6-- �� 0 OM O > � V CO N M L!J F-- E --0 C) M M ti6 ;O M O o0 f, t C-) N t LL M O Y IV D x t` CLO N O V m'Ch -- ¢ 6 A 1 B D. NCBDC —a C JI CID O C o ,N , Z o. o �� N LL oiro 04 ` M. " of To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z� O 4-J H M O a�M In Ln � Q LL Q U �- Q u E fL3 Z WJ �O O x Z �5 w< z¢� a� g oa ow z�0 Z w w z =aWz J W J T� OU'���0 w mzO oZ zz >o ¢z Lu O M F- z o O V (u �- UJ _ W I LL ¢°OZ 0 OU OR �.N�S Z z°adoa J w Q Z Z Z LU N LLJ agu_ �Q�Z J LU Q o � ¢ r-i M Q ZLIJ ~� ¢�z *k Z Z a Z m ,� :5= JO ¢ Z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO' 10 SHEET NO. 8.0 i i, 110 1d r" Ii i I ilmira.t -' r waiui Grua I i"our mi=.:axihi its ,-t u i Zi I i 1I NOTE: BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 ST 2003 D T CHROMATE COPPER ARSENATE (CCA-C) WILL N LONGER 0 0 GER BE PRODUCED FOR RE SIDENTIAL ESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS RE: FRC C 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 PA RT 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. 1 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 12 INCHES (9141 MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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 RAID) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1. 1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5IrMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2. 4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ad. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3. 1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMM ENCEMENT 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, REACTION S 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 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3. 4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (2014), AND CONDUCTED BASED ON A140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR 1" =1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR: 2„ C4-P CONCRETE NOT EXPOSED: 1 �„ GROUT FILLED MASONRY: 4„ 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN, 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 11 NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3. 4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm =1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E =1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E =1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS L STRUCTURAL SHEATHING 15/ 2" EXP 1 OR 7/i6" STRUCTURAL 1 U.N.O. SHALL BE APA RATED S C G 3 , 4.4.3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4. 4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 718" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI 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 R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection andtreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R318.7- To Arovide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FRC R318.1.5 - C n rete ove our nd mortar along the foundation perimeter must be removed �ia ore exter or soli treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1,6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by a licensed pest control company before a certificate of occupancy will be issued. The certificate of compliance shall state: 'The building has received a complete treatment for the prevention of subterranean termites. The treatment is in accordance with the rules and laws of the Florida Department of Agriculture and Consumer Services". 14. FRC R318.6 - After all work is completed, loose wood and fill must be removed from below and within V-0" of the building. This includes all grade stakes, tub trap boxes, forms, shoring or other cellulose containing material. WORST CASE DESIGN PRESSURE TABLE BUILDING DATA WIND SPEED (ULTIMATE) 140 MPH WIND SPEED (ALLOWABLE) 108 MPH WIND EXPOSURE -- "C" (FRC R301) INTERNAL PRESSURE COEFFICIENT= 0.18 ENCLOSED BLDG) BUILDING CATEGORY =11 DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS NT RESPONSIBILITY TO REV IEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE 8". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. La z M O O - O z(0 Z a Z O cnn (D ' W cn 4--J Lu "U - O W F- E 0 Ul) U o0 M Lu ►- E -L)) (, C� M M MD n Oo0 =a; U r-LL00 aa) ,C a- o O Q m 0. Q O A1 B D® NCBDC kt� O�v�a��R� r • o q r C) CD Z w r- o c) CO J d sx • Q ILI LL a ....• 0 S 1 0 J I S f�o/1/11 111 t11. To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O N r, M O Q U-) �L V) a L_ U_ In Q e-*,, tY U CL C 00 Q E Z WJ O�G d' oz G� W� z Qa g �Q0gza u0 U zUZ _ 0 W z 0J W IC,a O J TI (f) w SW Fm- W W zz }o t--1 0 z O z an3 fu M Zo J > 1 C: Q O U ('� _ U Q 9� W o� a o _ ° ¢ W O U U R in d Ir- N C/) z J W Z Q W0 W Uj 0 Z Z N Ln o,-o � � LU J r-i LLJ 2 Q lJ J a Z ce O Z a ,-q M tj <LUZ I Q a V) �z m � Z g = J Q a� T-f a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. SN - ,.T�IIcdlu,INi.��1u'drNiLd.6l,i„Il�krau,hl�cNilx.�r,�37.,i ROOF DIAPHRAGM NAILING SCHEDULE FILL CELL STD. 90° HOOK BOND BEAM I� RIDGE LINE �, II w J m J + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + +t; + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + _0" (TYP.) 6-0-+ 6-0" + + + + + + +++ + + + + + + + + + + + + + + +'+ + + + + + + + + + + + + + + + + + + + + + + + o + +T+ + + + + + + + + + + + ++++++ +++io +++++++ +++++++ ++ ++ ++++++++ + r�� I _� Ili I I I I , MUG 11�\ N. y �-GIRDER TRUSS I I cr a STD. 900 CONT. 45 I �I I I I\ I UUN 1. 40 HOOK BAR ZA I Or PLA i t BAR UL-M F 5/80 #5 CONT. THRU FROM BOLT 15/32" CDX FOUNDATION �I'I PLYWOOD ORTO HIGHEST 7/16" OSB BOND BEAM BOND BEAM STEP 2 x B.u.c — IDGE LINE 140 MPH (uft)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE SCALE: N.T.S. USP MUGT15 TYP. ....... 8d RING SHANK NAILS @ 6' O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE HTA 20-18 / HTA 20 2nd FLOOR INTERIOR/EXT WALL SEE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER PLAN FOR MORE INFO INSTALLATION @ MID SPAN RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER CONT. BASE PLATE 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH BEARING COLUMN TYPICAL USP M UGT 15 TO 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER SEE PLAN FOR REQ'D PLYWOOD FLOOR SHEATHING PER PLAN L BUILT-UP COLUMN N DETAIL 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH COLUMN AND NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY USED CONNECTION TJI TO BE CUT TO ALLOW NOTE: 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. FOR BLOCKING/TJI LOCATION OF UPLIFT VALUE 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. SECOND RT16 IS BASED ON 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS MASONRY WALL OR � S.P.F. OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH �'!`` USP RT16 USING # OF 2nd FLOOR Solid block all posts from STUDS 16-8d x1 1/2" NAILS above to bearing below. ;p n ° ' UPLIFT =1030# SECTION @ INT. BRG. WALL DOUBLE JOIST CONSTRUCTION Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" orp 5000s 1.8/1.7 wood panels nel Two 3/4" wood panels or 2 x _ 1-1 /8" or two 1/2" 6000s 1.8✓1.7 wood panels 2 x —+ 5/8" or 3/4" wood panel 1-118" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber (Not required if both loaded equally from above) N.T.S. r Filler blocking 1/8" min. ) Small gap 2" min. " 4 1/8" gap / 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. 2x4/PI ood/OSB web stiffener 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max. 2x • CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o c clinched when ossible Sta er rows from o osite required when indicated or Web Stiffener Fastener Schedule Joist B aring Location Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5- d BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d I 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 BCl90sw 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d TYPICAL HUS INSTALLATION TYPICAL RT16 INSTALLATION 4" MIN. EMBEDMENT SEE SCHEDULE FOR O SIZE AND QUANTITY O 6 OF FASTENERS 6 p 6 6 6 6 0 6 O 6 6 6 O 6 O 6 6 6 6 6 6 6 6 d OF THE JOIST ASA REQUIRED LEAVINGYB" GAP @ TOP sides by 6". p gg pp - Hangers with side nailing. 6 - Hangers with sides not containing WEB STIFFENER o top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. higher than 15001b. TYPICAL HTA 20-18 / HTA 20 BLOCKING PANEL INTERIOR INSTALLATION TYPICAL MTW INSTALLATION SQUASH BLOCKS AT INTERIOR Boise Joist Blocking Vertical load transfer =1900 plf max. along bearing wall BEARING Use 3" (10d) nails at 6" o.c. Required on interior walls : - for vertical load transfer Plumbing Vertical load transfer =1900 pif max along load bearing wall. Load bearing walls when load bearing - for lateral support when joists bearing wall must stack meet over wall, or wall stacks directly over wall or Load over bearing blocks and beam below Load bearing wall must stack over Non -stacking walls beam blocking and wall or bbelow.* require additional wall or beam below.* C Joist consideration. Check L local building When joists meet over wall, provide r �1/16" 1 3/4" minimum bearing for each. I -Joist can be offset code for appropriate One 10d box up to 3 to avoid PLUMBING LINE details areas=20 of high or-20 sinker vertical plumbing TOP (2) #5's x 4'-0" lateral load. nail each side 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE 01 10'-0" at bearing. A/C CHASE 4" PVC PENETRATION TANK -LESS W/H JOISTS OFFSET SLEEVE THRU STEM N.T.S. WALL d d e ° a ° • Provide adequate bearing Use 10dx3' nails at 6'o.c. for all joist . , � °' CORNER OFHOME for each lapped joist. blocking panel *Non -stacking walls — - ° d I GARAGE SIDE 00 O Squash block 10d nails require additional consideration. — — — ° 00j— (2x4 minimum) SECTION @ INT. BRG. WALL 1TI=T�T_jTIIj=T�= �f 1T=III FINI G_RAD_—Er7I�- 5'-0" C7 N.T.S. _ o Bearing wall, Versa -Lam LVL or STUB -OUT FOR O 1'-0" o o ® LO Glulam Beam —1 I GAS METER Q � U I _ iv = NO HOLES (EXCEPT—L MINIMUM SPACING = 2x GREATEST Backer block (12" wide min.) ��_) I SEE FND. PLN. KNOCKOUTS ALLOWED TT�s.—�I7f SIZE & REINF. IN BEARING ZONES p DIMENSION OF LARGEST HOLE Install tight to top flange. (see table below) D . (KNOCKOUT EXEMPTS)SLEEVE THRU STEM I I' 12" BELOW PIPE VERTICAL THRU FND. • MEASUREMENTS ARE FROM FINISHED FLOOR (see table below) SEE PLAN FOR GRADE • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER DO NOT cut, notch Joist hanger : 4 a . • ° FOUNDATION INFO •° °' • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER or drill flanges STEM FOUNDATION to ❑ to GAS CONNECTION DETAIL PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0' "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY"* 6", A 1Y' ROUND HOLE MAY 6" 6„ DO NOT CUT HOLES Fi\ r block. GRADE REINF. SEE PLAN CENETERED @ PIPE PLUMBING LINE BE CUT ANYWHERE IN CANTILEVER LARGER THAN iY" Nail with PENETRATION THE WEB. PROVIDE AT ROUND IN 10-10d nails. LEAST 3" OF CLEARANCE CANTILEVERS. ° ° a Backer block required where topes ° FROM OTHER HOLES mount hanger load exceeds 250 lbs. MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" Install tight to top flange. IBM I-Z' .I' Z" V" 3' 1' 3" 1'-,7' 1"1" 2'-'" 2-9' 3-2' 3'-7' 1/4%2" gap � io Z 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. F-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-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. 16 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 Any 16'joist 12 T-a 1'-1," 1' 2" 1, 2" 1,-3' 1'-9„ 2-4' '-11" 3, 7 ' ,4, 2" 4-9- 9-4' -- 16 T-0 1'-1' 1' 2- 1 2' " 1'-7' 2-6- 3'-2" -10"' 4 ?0" 6'-7' i' 7- " t SEE FND. PLN. _ 20 T-O" 1'-1° 1' 22' 1 Z' 2-C' 3-9' 4-0" 4-10" 9-11" 6` 1 l' " 7'-1"I" &_11'. (2) #5 REBAR SIZE &REINF. 24. V- 1'-1' 1' r " 1-3'• 2'-9' 37" 4'-9a' 9-10 • -P 2" 9-41 9-fi 101-91 Backer Block A/C CHASE 4" PVC "Top Mount" "Face Mount" SLEEVE THRU FOOTING NOTES: Backer block shall be tight Backer block shall be tight MONO FOUNDATION PIPE PERPENDICULAR TO FND. 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. to bottom of top flange with to top of bottom flange with 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 1/4%2" gap at top of bottom 1/4"-2" gap at bottom of top 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. flange. flange. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS eb stiffner as re THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF Web stiffeners are not required when top quired if hanger CENETERED @ PIPE A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. flange is laterally supported by joist hanger. doesn't meet PENETRATION PLUMBING LINE 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE height TYP. FND. PENETRATIONS MEMBER CONDITIONS. requirements d ° ° °° ; ' 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF 06 X Joist SCALE: N.T.S. ° ' a _ d° ._ — — THE LARGEST HOLE. de th I I II I ' a' ° • a 7. 1Y" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. ° p T ° 8. HOLES MAYBE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1Y" KNOCKOUT HOLES TURNED WITHERr= ' 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. I -JOISTS BUCKETS SEE FND. PLN. HOLE CUTTING CHART N.T.S. SIZE &REINF. N.T.S. La c� LO z M O ❑ _ z (O z� a Oa a) — 4--J Wu, C-)°U — .2 OW N Of o o0 U a, Cl) W I-- E —q C) M Cl) m72N Ooo S ai U y OD 0- ro a°'i � O ff} 0 <C �Qo A 1 iffff N \\ele101idlrl N eN � t. ;A � �E t� � U.- J • 23 C' Qr n i 0 . , - z ,�, a p�� Z rfd�'aj�,y OFS'St©'�� '°1frr t���� ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z cV 0 c �1,0 O (n I -I M O Q - a L_ LL C" M oCU fo� a �� Z ct3 WJ CD d' oz �o �o z 2 Za i�ata o' ooz� zWz =oWz Up—'w � (/) 8 w W� ca w o °Z W zo `U fZ z 5 p rya M O O� <0 0 0" c5 LL,0025 N C/) Z¢oa Q � �a Z w N Lrn wF�o o G GQ O z V uJ seQ 7 M Q Z Z �rao Lnzz O I I� J = ao W to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. SN 1 -,r 9 v<li6w ido6i6llul ".tU ! li .l:.� A J� i al .:.:ii L' rl i-... - - -T -- h��. a 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 112" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"xl6" NOMINAL BLOCK WITH TOP PLATE TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 (1) ROW 2x BLOCKING MID CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 2x #2 SPF STUDS HGT. FOR WALL HGT. @ 8'-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. J @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR 16d TOENAILS T & B FOR WALL HGT. > T-6". EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd FITS WALL HGT. < V-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'4'. 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN APPLICABLE. 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8' MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD 2x P.T. PLATE 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & c SLAB & BLOCK SP SPT22 CONNECTOR " ",� SP SPT22 CONNECTOR @ 6" MAX FROM END OF 2 x PLATE 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 5/8 x 10 J BOLT @ 24 O.C. Wl (1) LAYER TYPE II #30 (2) #5 CONT. ON 3" N = 2"°x3/16" PLATE WASHER (TYP.) (ALT:1/2 PLATE WASHER (24" ( ) CHAIRS 6 x 6 W1.4 x W1.4 M M (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12"TITEN HD @ 24" 2x P.T. BOTTOM PLATE UNDERLAYMENT FOR ROOF �') WWF OR FIBERMESH ELEV. 0'-0 O.C. OR 5/8"x10' WEDGE ANCHOR PITCH >4:12 0 . , . . A F F @ 24" O C 10 WEDGE ANCHOR 2x 6 W1.4 x W1.4 @ 24" O.C.) 2„ 6 x 6 W1.4 x W1.4 Ix d ° d' ° ) WWF OR FIBERMESH WWF OR FIBERMESH (2) LAYERS TYPE I OR TYPE II � � .. ' � s d 31/2"MIN. 31/2"MIN. (#15 OR #30) UNDERLAYMENT ° ° - ° I I I C i I I RIF, o ° 4� a d_ d .Q d d° °° ELEV.-0'-31/2" z FOR ROOF PITCH 4:12 OR LESS. T a A ° ° a o FOR UNDERLAYMENT° ... a d ° d REQUIREMENTS SEE R905. I ' o ° ° ° d.a d Q 2x4 CON°A.F.F.b ° . I Lj° . I�,PRE ENGINEERED WOOD -I I L° _ d ° d d ° a - 1/ ( i 44e" 31/ ( I 4=1 =1 I I = - I - I ° _ I' 2 m n)_ o ° I I_Ll, 2 m'n.)- W TRUSS @ 24" O.C. U.N.O. r d . ° d . a CD 0O - - - ° �• - -I I��, O° 12 HURRICANE ANCHOR @EACHHN `31/2"(min.)- 4" -I l 1=1 l I TYP') VARIES TRUSS (SEE UPLIFT SCHED.) WI "-I11L I=1 I I I GARAGE DEPTH VARIES - I- _I I- _ �- I I 8 1 ° ° ° . �. . d d. d I tI. I(-I-� I -I I I 111 1 III ... I I METAL PL. UNDER EA. TRUSS d.' 9. MOISTURE BARRIER d (2) #5 CONT. 4" 1'-0" 8" ' INSULATION LE SHINGLE ROOF TYPICAL INTERIOR BEARING U.N.O. MIN.(2) #5 CONT. U.N.O. -0 MIN. 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP SHEARWALLrc"**�TYPICAL BEARING WALL @STEP("CC NAILING SCHEDULE ON SHT. „= , „ "_ "SHEAR WALL" SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SN1 SEE TYP. WALL SECTION SCALE: 3/4 -1-0 S3 SCALE: 3/4 -1-0 S3 ELEV. VARIES FOR ADDITIONAL SLAB - INFORMATION. 5/8" OR 1/2"HIGH ALUMINUM DRIP STRENGTH CEILING BOARD PER CODE (OR 5/8" EDGE asEc GYP. TYPE "X" @ GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE W/DRYWALL 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SCREWS @ 7" O.C. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. o M \NJ6 s (1) ROW 2x BLOCKING @ MID HGT. SHEET LOAD BEARING OR c°N (2) ROWS OF 2x BLOCKING @ FOR WALL HGT. <_ V-6". 2 CEILING & 8 O.C. WALLS 2x STUDS 16" O/C NOTE: ( ) 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. THIRD POINTS @ '� ROWS 2x BLOCKING @ 3rd FITS INSULATION PER ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR BLOCK W/ 1#5 CONT. 1 x P.T. STUD FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT _ 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION PLAN SEE CC/S3 OR N #5 VERT. IN FILLED CELL LAYERS W/ TOTAL THICKNESS 7/8' OVER 1/2" GYP. WB (MIN.) @GARAGE 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH, CONTINUOUS TO FOOTER BELOW 90 FIOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" NAILER 8" C.M.U. TYPICAL BOLT INFO. 518"x6" "J" BOLTS BOLT 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8- EXPANSION BOLT @24 " O.C. PLATE WASHER TYPICAL (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR STD. 90-HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600#) s (6) 1/4"x3 1/4" TAPCONS 2X P.T. PLATE 20"MIN. LAP 24"MIN. LAP SPACE ANCHOR E "USP SPT22 TYP. SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR [ ] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 N FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH M 2x P.T. PLATE ARCHITECTURAL PER MANUF. LU t, ° p FINISH ASSUMED FINISHED #3 OR #4 REINFORCING BAR ''' GRADE MIN. Fy=40ksi � ° p. 1x2 PT WD FURRING @ 24" O.C. GRADE i„ o ° ' ' • z #3 & #4 LAP SPLICE a a _ - o _ ° D ' oo [GRADE 60 MIN. Fy= 60ksi] =I I f=I - p I -I r 1/2" GYPSUM WALLBOARD MONO OR STEMWALL - - - FINISH GRADE (1) #5 VERT. IN FILL Z c� [30" MIN. LAP] ,- U.N.O. CELLS (SEE FOOTING MONO SHOWN D p p. ° _ ° - 25"MIN. LAP w _� - - - - I� I- -I W I- 1=� FOUNDATION PLAN D . _ _ 00 6 MIL VAPOR BARRIERIJ I I _ R 17/8° FOR LOCATIONS) FOR CLARITY D ° °_ D D _ ° p =I I= = I (= = =1 I• I I N Z T #5 REINFORCING BAR -' I I • 1J-I jl -I I ll% r�- 1x4 P.T. BASE NAILER ° III -III -I I I-1 I I -I I I-1 11= z , I -� III- I #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION D= I I=I I =I I I= I I -I I I- I I I Ill- rl ON 3" CHAIRS „ NOTE: ° p P - i.- _ - 36" MIN. LAP [36" MIN. LAP] 811 1-0 8 31/4 BASEBOARD PORT AT EACH g I I I -I I I -I I I-111-111-1111- N COMP. SOIL COMPACTED TO _ ° ° _ _ - (TYP.) FOR BEARING WALL -i *- FILLED CELL TYPICAL =III=III-III=III=III 95%MODIFIED PROCTOR ASTM I I- I I� I I�_IJ- - I I- - -I I 10" MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY - - - M AT GARAGE CONTRACTOR III=III=III=III=III=1=1 1=III=III=III=III-III-1 I-III-1 I-111 D1557) I I I Ili MIN PSI MAY VARY PER cn =III=III=I I-III-III=III=III-III-I =I I=III=1 1=1 I 1=1 I 1=14" 1'-4" #6 REINFORCING BAR #5 STD. 90 HOOK MUNICIPALITY. TO CUT BLOCK OR POUR "--ITI-I I_ -I I I I„I-„I 1=1 1=1 I 1=1 i'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING (�'E� REBAR DETAILS rF WALL W/UPLIFT rG W1.4XW1.4 WWF OR = "FIBERMESH" DECO FINISH 4" to 6" „_ „_ „ BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4 -1 0 S3 SCALE: N.T.S. S3 SCALE: 3/4 -1 0 S3 SLAB INFORMATION. SLAB INFORMATION. 00 c, 'v _ T I ° L i 6 x 6 W1.4 x W1.4 1 1/2" RECESS FOR VARIES6 x 6 W1.4 x W1.4 _ ° Oc 31/2" WWF OR FIBERMESH FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN WWF OR FIBERMESH N 6 MIL VAPOR o I - = z r „ SEE ROOF PLAN S.G.D. (U.N.O.) r 10d NAILS TO TRUSS TOP CHORD min.) 4 a a - CONNECTION INFO ° FOR TRUSS Cl) BARRIER D , p 4 L � � ° SEE PLAN FOR T 24" O.C. MAX. ' _ c•+v GRADE T e . COMP. SOIL. ° I Oo - - - - ! - - - - & LAYOUT DESIGN - OF PLAN (COMPACTED TO 95% i I I i I I i I I i,-I TOP OF BEAM - T. SEE MODIFIED PROCTOR I_RN B NCLOSURE FOR STORUCTURAL E _,,,,,,,ddTI ASTM D1557 �11-11- - I I �-� =- 41 . 3" MIN. CLR. I I II I I �ll I I I I (- BEAM SIZE & I N � G zX4P.T. CONNECTION INFO c, I I ° 8II1 4'"' ' � PLATE j EBAR CONT. � ,/18p 1. I ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE MIN. 116 I 2x4 #2 SYP P.T. FRAMING w/ I I I I=1 =1 I I U.N.O. DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE L - z I ATTACHED PER NAILING NG FOR SEE REINF. I "-"' _ + "' " g" SCALE: 3/4" =1'-0" SCALE: 3/4"=1'-0" COLUMN LOCATION FOR REINF. INFO. S3 S3 w SCHEDULE OPTION #'I oc Q SEE TYP. WALL SECTION FOR ADDITIONAL 1/2 GYP. BD. P.T. 2x > SLAB INFORMATION. 2>, HOLD GYP. BD. w ,/2" FROM SLAB SLAB STEP & RECESS S.G.D. M OPT: DEPRESS SLAB 5 %" DEEP CONT. BEAD SEALANT SEE FLOOR PLAN FOR AND 6" BEYOND DOOR TO "� SCALE: 3/4"=1'-0" S3 RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND • ¢ STRUCTURAL COLUMN SIZE BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. &BASE CONNECTION INFO. CONCRETE SLAB EXPANSION JOINT n 31/2" MASONRY WALL AND 14" 1311 c a - SECURE 2x4 P.T. BTM. PLATE PAVERS O.H.D. RECESS z O.H.D. RECESS _€ • GARAGE w/ 1/4 x3 TAPCONS AT 8" PAD FOOTING r 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL -- CONCRETE NAILS W 1 1/2 EXTEND FILL CELLS c EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. TRIM PER PLAN TO FOUNDATION PAD _� • " r }}-- STAGGERED, FROM BOTTOM INSULATION PER CHART CONT. FOOTING STEEL MAT REINFORCING. ' 11- , "� I _ '' Q ' _-- PLATE TO CONCRETE ON FLOOR PLAN r� (MIN. SHEAR 180#MIN. CONT. BEAD SEALANTSQUARE CMU BLOCK =LLI-I�1 d:.. a.• : 4_ z - - _ - SIZE VARIES PER GRADE I' -III ; . I I Oo TENSION 120#) CONCRETE SLAB _E r, 4, _ T 6 x 6 W1.4 x W1.4 c� w/ MIN. (2) #5 VERTICALS -III-III " a� I=III=I 1=I 1=I III-� '' III �_ I' I I I II I II • (-III as . ° r r FILLED SOLID z = I-III=1 . -III=1=1=1 1 w _ o w Lu -1I-II I-1 I-1 1 z -. +.a• ' •, WWF OR FIBERMESH , � Lu o v • - I 41 ^ �'=11 I- - I= III -I a BRICK PAVERS or SLAB PER on v =1= ! ''a a = - _ z M 6 MIL VAPOR = li'- -h� - 0'-0" FIN. FLR.� COMMUNITY SPECS -- - aw SEE A/S3 OR J/S6 �- _ _ --I = I =III-III=III =III= - - - I m= I r SEE A/S3 OR J/S6 Trr- _ = .. I 1 I 1 ' i' -111-III- =111=1 11= =1 I - III=III-III=III=III III -III -III-' FOOTING j 1 4 1 STOR / 1-8 1 STORY w/ DEPRESSED SLAB OPT. 1-0 1ST R' BARRIER =III III III II ... ,, PAD REINFORCEMENT Ii I Ili iI" ' � ]3" MINI I I- BEYOND FOR REINF. INFO. 3 MIN. CLEARANCE FOR REINF. INFO. 3 MIN. CLEARANCE III - I III 1' 8" (2 STOR ( ) 1'-8" (2 STORY) I v••'� SEE FOUNDATION FOOTING WIDTH IN. CLEARANCE 4 4 R.. colvc.PADINFO. (SEE SCHEDULE) SEE SCHEDULE GARAGE DOOR SLAB RECESS J,1 GARAGE DOOR SLAB RECESS INTERIOR WALL SLAB STEP NON-BRG. K TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3l4"`T-o• SCALE: N.T.S. S3 ADDITIONAL INFORMATION. ADDITIONAL INFORMATION. O� z M OO z� O CL Z cn (D(0 a--� W C) U W 1`111 o v, V) 0 0 U in r o, M LLI F - E U C� m co m -a ce) C: NO U LL. 00 Cf 0 "CL 88 lyl °o' Y 05 Lo O v -- rnQ o A ' B D. N C" D C -'a; o e(ov,/r lair�� n "'_ a! W m N y 9 co IL� W `rff�o�SS10 //fillI1110"� ❑ 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 �'S� > (/) M p Q � M Ln Lan Hr LL a z a U CL O E z LUJ�� d' oZ =o wE3 za z C� J ~ <Cg O06 � z � � U �=wWZZ W 2gLu J o'U�oW J J �z °N z z Q g > <Z Lu od M z S O > C 0 I- o �< U (n fu Q 0 Z W �f 0� R0z o he x O¢ V N 0 LL. Ea0a Zdoa Q � z w r4 L0 W =Q� LU o Up Z V a �..i M 2: Q ¢ z a cd z = =ce a< �z m O ^ � aZ rn T-1 a cn SCALE . AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. S3 (MONO) (2) 2x6 OR (2) 2x8 VENT OR 2ND FLOOR TOP PLATE SEE SEE TYPICAL WALL SECTION PLAN 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C STANDARD 3" DIA. TEE 3/4" FURRING STRIPS (TYP-)SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) (2) 2x HEADER TO SIT THREADED 3" DIA. EXTENSION DOUBLE 2"x4" S.P.F. TOP PLATE 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE 1/2" GYPSUM BOARD SEE PLAN FOR HEADER SEE PLAN FOR SIZE SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS 7 5/8" 8" 7 5/8" 8" 7 5/8" 81I 7/8" STUCCO FINISH PER ASTM C. 926 CONNECTION FOR CLEAN -OUT @ 8" O.C. OR 4d APPLY 3 LAYERS W/ TOTAL THICKNESS 2x DEAD WOOD @MID MIN. EXTENSION FROM DRYWALL NAILS 7/8" OVER METAL LATH, FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER POINT w/ (3) 12d EXTERIOR FACE OF BLOCK SOLID AREAS ARE ❑ SOLID AREAS ARE 1/8" THICK. DOUBLE 2x TOP TONEAILS SPACED WALL IS 1 112" MAXIMUM ❑ STEEL AND GROUT ❑ ❑ STEEL AND GROUT CRICKET AS REQUIRED PLATE EVENLY EXTENSION FROM EXTERIOR HEADER FLUSH TO OUTSIDE OPTION FACE OF BLOCK WALL IS 21/4" INTERIOR ❑ ❑ ❑ FULL 8x8x16 BLOCK USP SPT24 @ EA. STUD WALL TO DRAIN CL DOOR OPENING DOOR OPENING DOOR OPENING � 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d 2x BLOCKING @ EACH END W/ 10d @ ❑ ❑ COMMON WIRE NAILS @ 4" O/C 4" O.C. FROM EACH HEADER FACE EXTERIOR BOUNDARIES 6" O/C EDGES & 8" BLOCKING ( ) TO BLOCKING WALL CLEAN —OUT rA WALL ❑ ❑ ❑ O/C FIELD (2) 2x HEADER SCALE: N.T.S. PER PLAN S4 ❑ ❑ 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP 2x BOTTOM PLATE W/ (1)10d @ 8' 1ST COARSE 2ND COARSE 3RD COARSE CARRIER/GIRDER TRUSS VARIES O.C. TO EACH HEADER FACE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE REFER TO WINDOW PRODUCT APPROVAL COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE SHEETS FOR INSTALLATION INFORMATION BY WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. USP HTA20 @ EA. STUD MAIN SPAN 2 x 6 (MIN.) FRAME MANUFACTURER. MOISTURE BARRIER R00 FT SS WALL HEADER DETAIL TYPICAL SECTION THRU WINDOW B MASONRY LAYOUT D UPLIFT CONNECTOR SCALE: N.T.S. SCALE: N.T.S. SL� 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) S4 S4 AND FILLED W/ GROUT 12 SEE TYPICAL WALL SECTION 1 #5 VERT. IN CONC. FILLED CELL (TYp) SEE ELEV. PRE-ENGINEERED WOOD W/ STD. 90° HOOK IN K.O. BLOCK TRUSSES @24"O/C VERTICAL JAM ALT. KNEEWALL ABOVE MASONRY WALL DETAIL E UPLIFT CONNECTOR " " " " ABOVE GARAGE KNOCK -OUT 5/8 DIA. x 8 J-BOLTS AT 6-3/4 , 41-3/4 , 71 ,AND 96-3/8 (SEE SCHEDULE) BLOCKW/ (1) #5 SCALE: N.T.S. NOTCH LINTEL WHERE REQUIRED FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. S4 . FOR CONCRETE PLACEMENT DOUBLE 2x4 SPF #2 CONCRETE). ANCHORS MAY BE COUNTERSUNK BUT NOT REQUIRED) TOP PLATE 2x S.P.F. STUDS @ 16' O.C. SINGLE 2x CONT. TOP PLATE W/ (2)12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ USP SPT24 @ EA. STUD (3) 10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER '+ STUD W/ (3) 10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ 2 16d TO TRUSS BELOW d ° d 81' STD. 90•HOOK 811 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN V-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION USS BOTTOM CHORD OR 2x4 EBLOCKINGW/ 2-16d TOE NAILS EACH END TO PROVIDE A FLUSH MOUNTING SURFACE. NOT TRANSFER LOAD. HORIZONTAL JAMBS DO WALL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE a. d THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON 2"x BUILT-UP COLUMN ° a DOOR STOP PSPN516Z w/ (12) 16Td NAILS SEE PLAN FOR MORE INFO OP SPLICE z d Q MOLDING 2 ROWS 10d 3" O.. (14a 18-10d NAILS 2x TOP PLATE GARAGE NAILS TOTAL) EA. SIDE OF 2-16d NAILS 24' O.C. OR @ DOOR <6,. SPLICE STAGGERED EQUAL TO TRUSS BOTTOM 2 6 P.T. r 5/8"DIA. X 12" EPDXIED ATR CHORD OR BLOCKING x r��tiJ _ W/ MIN. 8" EMBEDMENT W.A. W! 2x STUD @ 24" G' Qs� 10d @ 8" O/C 51� MIN. EMBED O.C. MAX. �NOF PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. STAGGERED FROM BOT. 'O ATTACH ALL o UPLIFT= 4290# (SPF / SYP #2) SEE A/S3 FOR REINF. INFO. PLATE TO CONCRETE DOOR TRACK W/MOUNTING ANGLE EXTERIOR STUDS W/ (4) 16d TOENAILS TO TOP PLATE a, NOTES: a NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS NOTE: 1 FILL LINTEL AND ALL CELLS ABOVE LINTEL. FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. PLATE LENGTHS MUST BE BOTTOM 1/2" EXTERIOR GRADE SHEATHING SPLIC O NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION AT LEAST 4'-0" LONG. TYPICAL OVER STUD FASTENED TO TRUSSES WITH 8d COMMON TYPICAL INTERIOR NON — WIRE NAILS @ 4" 0/C BOUNDARIES 6" O/C --- PORT EDGES & 8" O/C FIELD --_ @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K TOP PLATE SPLICE DETAIL M USP HTT16 N USP SPT22 @ EA. STUD BLOCKING (TYP.) 0 VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED SCALE: N.T.S. �+ SCALE: N.T.S. SCALE: N.T.S. SCALE: NTS 2x P.T. PLATE PROPERLY. 54 S4 F= 2240 LBS S4 S4 �:OOF TRUSS O3 5/8" x 10" "J" BOLT @ 24" 0/C MAX SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. W/ 8" EMBEDMENT UPLIFT CONNECTOR (SEE SCHEDULE) ® OPENINGS LESS THAN OR EQUAL TO V-0" IN WIDTH DO NOT I Inn nnTi USP_ _ l C ) I IPI f 011TA REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. FLOOR PLAN. AND FILLED SOLID W/GROUT MOISTURE BARRIER 1 #5 VERT. IN CONC. FILLED CELL W/ TYPICAL FILLED LINTEL ASSEMBLY rG A STD. 90^ HOOK IN K.O. BLOCK SCALE: N.T.S. S �'F KNEE WALL ABOVE MASONRY WALL DETAIL rF SCALE: N.T.S. S4 var �r 14 SPT24 lisp 2X STUDS @ 24" O.C. /8"x10" ' J." BOLT @ 24" O.C. MAX. MIN. (2) PER BOTTOM PLATE WIDTH OF OPENING VARIES 4° FLAT STRAPS PER CHART ABOVE TO BE BENT SECTION 2X P.T. FORM CONCRETE INSET TO PLATE CREATE A SOLID BASE FOR OVER TOP PLATE ** HOLD DOWN CONNECTIONS 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. NOT REQUIRED @ BEARING WALLS NOTED SCRAP MATERIAL WITHOUT UPLIFT a SEE FLOOR PLAN NOTES FOR USP SPT4 _ REQUIRED CONNECTION r 0 SFF �N�o 2-ROWS 12d NAILS STAGGERED FORM CREATES CONCRETE RECESS TO @ 12" O/C EACH FACE OR 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW @RP'WS 12d 2FOR NAILS OT G ERED FOR WATER SHED. 2x CRIPPLES @ GREATER HEADER II 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 ��r Or i w SPT24 ar Or i •t 10 ST M SP SPT22 USP SPT4 TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SPT4 ,. a d d 2X8 P.T. BOTTOM P TE ROOF TRUSS ABOVE 2X 2X TOP PLATE NG OVERLAPPING (2) 16d TOE NAILS d NAILS @ 6" EA. BLOCKING AGGERED 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) BOLTS @ 24" O.C. #5 CONT. & AX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. C MASONRY WALL KEEP STIFFENER BACK FROM SIDES ENOUGH 16 O.C. W/ (2)12d B TO ALLOW SPACE FOR FLAT MASONS TOOLS TOENAILS T/B 5/8"x10" "J" BOLT @ 24" O.C. MAX. USP SPT4 w/ (6) C USP (MIN. (2) PER BOTTOM PLATE) C (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY 10d x 1 2" @ 24" '� USP SPT4 SPT24 SP SPT4 MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END O.C. (2) 2x HEADER SEE PLAN MOUNTING BASE NOT SHOWN MOUNTING BASE SHOWN PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) S4 INTERIOR HEADER 10d NAILS @ 4" 10d NAILS @ 6" O.C. FOR CLARITY SEE DETAIL IN POSITION 10d NAILS @ 8"41 (1) 2x SILL PLATE W! (2) STAGGERED A STAGGERED K/S4 GARAGE ENTRY FORM DETAIL O/C TYP. BOX HEADER ONLY 12d TOENAILS. TRANSOM FRAMING SEAT FOR BLOCK IS POURED IN PLACE CONCRETE 2x6 MOUNTING BASE SCALE: N.T.S. DOUBLE 2x EXTERIOR HEADERS � ° ° BEYOND. CRIPPLE STUD (1) 2x SILL PLATE W/ (2) NAIL INTO ED NT GARAGE FLOOR SLAB C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET TYPICAL(U.N.O.) 12d TOENAILS. OPENING TRANSOM PLYWOOD TROWEL FINISH SEE -8x8x16 LARGER THAN 4 ft (2) 2x FRAMING E SHEATHING GENERAL NOTES SILL PLATE W/ MP3 CLIPS TRANSOM FRAMING PLYWOOD FASTENED TO TRUSSES ° SLOPE FORWARD GARAGE DOOR ROLLER GARAGE DOOR TRACK EACH SIDE SEE SECTION AA/S1 AND WITH 8d COMMON WIRE NAILS @ 4" S4 FOR DRAINAGE CONNECTION ASSEMBLY 2x STUDS TYP. BB/S1 FOR ADDITIONAL O/C BOUNDARIES 6" O/C EDGES B GARAGE FLOOR DETAILS & 8" O/C FIELD TRAVEL DIRECTION OF USP HTT16 TYP. U.N.O. SEE N/S GARAGE DOOR 00 ** HOLD DOWN CONNECTIONS USP SPT22 PLYWOOD SHEATHING > •, w . Op O,Q FNiN NOT REQUIRED @ BEARING MASONRY O WALLS NOTED WITHOUT UPLIFT RECESS ASP WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MOUNTING BASE DETAIL171 LINTEL PT4 USP MAX. (MIN. (2) PER BOTTOM V/S SPT4 PLATE) SCALE: N.T.S. d SEE PLAN FOR FOOTING POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E P.T. BOT. PLATE o da a ° 5/8" DIA. ATR EPDXIED DIMENSIONS BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED 2X8 P.T. BOTTOM MIN. 6" INTO BOND BEAM FOR GARAGE DOOR AND WATER GARAGE FLOOR. PLATE @ 24" O.C. GARAGE ENTRY FINISHED MASONRY DETAIL rp SHED FORWARD THIS DRAWING. WALL HEADER DETAIL Q FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 54 5/8"x10" "J" BOLTS @ 24" O.C. MAX. SCALE: N.T.S. S4 SCALE: N.T.S. (MIN. (2) PER BOTTOM PLATE) zo z� Q J r1 CD 4--J w • U — 0 LU � m o coo o mn U wsomeb, (DM C� N co — E C',O o0 is Z ai 0 �- 00 co in j 9 a o O � v 0 Qv) rnao A' N C B D C B D. A �o � N Yp r S C�. o .o N i[J O 'P 0 O ocp ?� p ccr to rnl„ , o » o .a-z', N w �r� II,/ A•g.,, is �o 4. s LLfie � � �,•`i ✓ � N aH 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 ON Z O (D r-, F-4 +� C:) Ul Ili U-) M O z0 4-3- (y) < Ln f0 Ln Q C- LLL Ln fl" F- , M a!U ram Q E Z J W oz �0 �o z d a� Q-a zSo U z�z�d =owz gyp—' W o-Y2o W 8wo aZ Z Z }o ¢z � W g O M � 8 0 j C: a ¢W U V) � U) J Cam' Opz N W 0acc a U21:o a z N a b J W Q di aLL< Z o p w < QZ M .�} aU) J O W O _` I = Q z rn ,- I a Ln z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 2v0 SHEET NO. S4 m SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL SHEATHING DETAIL @ 24 OUTLOOKER @ 24" O.C.7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24 " "L" BRACE I TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAL -SEE ATTACHED BLOCKING FOR : • . v OUTLOOKER ELEVATIONS) BACKNAIL W/ (2) 2x4 OUTLOOKER 10d NAILS @FIRST 14� FOUR @ 24" O.C. SEESTRUCTURAL 16d NAILS @ ..CA ROWS OF 45' 1 24" MAX. TOP CORD BLOCKING 45*1 ' " 2X4 CONT L BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ 4" MAX. NOTES AND NAILING SCHEDULE FOR TOP CORD BLOCKING FOR GABLE TRUSS WEB TRUSSES @ EDGES OF 2x4 CRO BRACE USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d 3"@ 24" 0/C. CMID FOR FIRST FOUR ROWS OF TRUSSES @EDGES EA. OUTLOOKER SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS " " DOUBLE L BRACING DETAIL 5 SHEATHING APPROX. 8" FROM EQUAL @ EA. OUTLOOKER ROWS OF TRUSSES @ EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE EQUAL @ EA. OUTLOOKER OF TRUSSES @ 24" MAX. EDGES OF SCALE: N.T.S. S5 TYPICAL @ RIDGE FASTENED AT "L" BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM SHEATHING TYP. 2x4 "T' BLOCKING 48" O.C. EACH JOINT W/ (3) lOd MAX. AT LEAST 90% OF WEB �� EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT @ 8 -0 0/C. RIDGE FASTENED AT "L" BRACE TO EXTEND & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) o AT LEAST 90 /o OF WEB 2x4 BLOCKING @ EA. END 48" O.C. @ APPROX. 8 FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) 48" O.C. 2x6 P.T. GABLE TRUSS SILL RIDGE FASTENED AT EACH JOINT W/ (2) 10d TABLE) USP RT3A WITH 8-8d 2X6 FRAMED WALL -SEE NAILS @ EA. END GABLE TRUSS "L" BRACE ATTACHED 16d NAIL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 4" O.C. J ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE 7/16" OSB SHEATHING TYPICAL NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF : ATTACHED W/ 10d NAILS AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" O.C. FIELD GABLE TRUSS WEB 10dX3 @ 3 0/C " (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2) 16-d TOENAILS 7/16" OSB SHEATHING AND 12" O.C. FIELD (2) 16d NAILS END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS n n SINGLE L BRACING DETAIL 6 THROUGH CHORD ATTACHED W/ 10d NAILS W/ (2) 16-d TOENAILS 2x4 "T" ON TOP OF PANEL S5 INTO 2"xT P.T. PLATE 2"x4" LEDGER MATCH BOTTOM CHORD ( @ 6 O.C. EDGES AND 12 " " 2x4 PANEL BLOCKING 48" @ 2x4 BLOCKING BLOCKING FASTEN WITH SCALE: N.T.S. 2x4'T' ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS y ' 10dx3" @ 4" O/C DIAPHRAGM FASTEN WITH 10dx3" 4" 0/C SPACED °� @ 48" O.C. INSTALLED PER MANUF. 2"x6" P.T. SILL NOTCH "L"BRACE HERE OF TRUSSES FROM EA. END 2x4 "T' ON TOP OF PANEL BLOCKING BLOCKING CKI @ 5/8" x BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH SP HGA10 @ 36" MOISTURE BARRIER 0 W/ (2)16-d TOENAILS 10dx3" @ 4" O/C O.C. GABLE TRUSS 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM TA10" USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. DBL. TOP TRUSS VERTICAL PLATE SPLICES W/ 3/16"x2" PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT PLATE STUD WALL (SEE TYP. SEC.) VERT. WEB (24" 0/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) USP SPT24 @EACH STUD (2) 2"x8" "L" BRACE FASTENED WITH (3) NOTE: IF EMBEDDED SECTION TAPCONS. SECTION 16d PER SIDE STRAP MISSED VERTICAL 1 2 SECTION 3 SECTION 4 WEB; USE �� �� SCISSOR GABLE T BRACE S MSTAM36 ON OUTSIDE SCALE: N.T.S. SS SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER 91 SCALE: N.T.S. S5 2x4 OUTLOOKER 20'-0" MAX "X" BRACE SEE DET. J/S5 20'-0" MAX CONTINUOUS BOTTOIV CHORD BRACING 2X4 MIN. REFER TO DETAIL J SHEET S5 FOR X-BRACING, AND TOP SP HGAM10 W/ (4) CHORD BLOCKING INFORMATION N N N M �, N ;0 CID'� SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL BACKNAIL W/ (2) " 16d NAILS @ 24 0!C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS 8d @ 4 B 6 0/C 2 x LOCKING W/(2) 10d TOE NAILS EACH END WOOD TRUSSES 24" O/C (TYP) @ 7 4"xl-3/4" WEDGE EQUAL @ EA. OF TRUSSES @ OLTS & (4) SDS 1/4" 11 1/ " 2"x4" CROSS BRACE OUTLOOKER 24" MAX. EDGES OF 1 1/2" SCREWS WOOD TRUSSES Co 00 APPROX. 8" FROM SHEATHING TYP, RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING " 1 ]12' 1 1 2 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF 10d & (2)10d TOE LENGTH (SEE TABLE) x BOTT. CHORD FOR 4 NAILS @ EA. END GABLE TRUSS 0 Z -- TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING/—W/ 1/2" CDX PLYWOOD OR 7/16" SHEATHING ATTACHED MBRACING W/(3)10d x 3" @ a >= AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FI 48" (4) FOR THE OSB (2) 16d NAILS 10d NAILS @ 6" O.C. EACH CONN. @ 24" O/C 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF TRUSSES FROM EA. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" MOISTURE BARRIER 0/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 TOENAILS @ EA. END NOTES: BOTTOM ATTACHED SEE PLAN FOR 1/2" SCREWS BOND BEAM 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) MASONRY WALL a ii ARCHITECTURAL FINISH NOTE: 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING TOP & BOTTOM CHORD OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W! CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ EXT. WALL CONN. @ 3) EACH Sod COMMON NAIL MAYBE REPLACED W! (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 10dx3" @ 4" O/C (2) 12d TOENAILS 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 D NON - LOAD BEARING LOCATION COMMON SAME NUMBER OF ROWS, SAME SPACING) OMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. NON LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. _ SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ SECTION g BEARING LOCATION (UNEVEN CLG.) rE REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN rL ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. 15 AS PER BCSI 1-03 SCALE: N.T.S. S5 S5 ADDITIONAL INFORMATION. SCISSOR TRUSS e. 45° 2"x4" OUTLOOKER @ 24" 12 O.C. W/ (2) 10d PER JOINT 6 91 MAX. MINIMUM 2x OVERLAP TRUSS BRACING CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP (SEE PLAN FOR WOOD TRUSSES LOCATIONS) 1063" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-0" T-0" - 6-0" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING W 0 �t O ' � O �r iz o W < o 0 4 o ' Ci o o r X Q � o o T X ¢� o O S5 12 DOUBLE TOP PLATE 6.9 MAX. 2X4 LEDGER USP LSTA 18 TUDS @ 16" O.C. CONT.B�STUD EARING ONT. BEARING DBL. USP HGA10 (TYP.) STUDS@16"O.C. USPSPTHIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL GABLE END BRACING DETAIL @EACH S GABLE END BRACING DETAIL SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" -SEE STRUCTURAL NOTES SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION 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) ALTERNATE NON -DROP CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 MINIMUM (2) 16d PER JOINT NOTE: GABLE END DETAIL MINIMUM 2x4 TRUSS BRACING 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES COSMETIC DROP CEILING FRAMING CROSS BRACING DETAIL SCALE: N.T.S. BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS TRUSS BRACING OVERLAP DETAIL rm")i, 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1063" NAILS @ 4" O/C. SCALE: N.T.S. SS SCALE: N.T.S. S5 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS 1 GABLE TRUSS 4 SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION "L" BRACE W/ 10d @ 4" O.C. 12 3 12 (SEE SCHEDULE FOR SIZE 6.9 MAX. 6.9 MAX. AND LOCATION) "L" BRACE W/ 10d @ 4" 0/C 5 (SEE SCHEDULE FOR SIZE 5 35 AND LOCATION) S5 ABLE TRUSS 6 6 S5 S5 END JACK 1 V-0" MAX. 9c�r 0 CORNER JACK 0 Y a W z is 0 U Fal CD z M o O _ z � Z Q a Z Ln 0Q) cn 4--J w � p • U 0 LL' N E o v, co vi U o m04 w 0 — 0 (DM C� rO co O oN 2 N Nis 0 olio 7 U� �Y nQo u7 ov_ D) Q O A� B D. N C B D C oa 4• �'; � rn a`'�� .aw•. _ r_ °iEzz it O z r r 1 a � m oV s QacnwS. Z �. 10 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z � O aN-' > M O - a a Q v u- Ln oC V a 00 � Z ?> E ra w O W J0 O z za �QWXX o p+ZUO U Z w Z , �oLu J 2 g o 'a�o tn ZZ Z Z aU Z -0 fu M w E j 1� 0 S p U (� — Q Z �Q '9 o� 0 k f� 0 R�he (Vao°ad Z Noo W J Lr) rl W U ly Z �aLL� o 8 LLJ a w Lu M �--� Q Z Z <W LALn Z J R az O = rn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. � . C SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 PROPER INSTALLATION MAX. 8' , DO NOT DO THIS , 2"x BOT. PLATE W/ (2)10d @ 6" O.C. TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 FOR CONN. DETAILS ` FOR CONN. DETAILS ATTACHED WALL SHEATHING TO FOR CONN. DETAILS 1 X 4 1 X 4 1 X 4 3/16'0 X 3" LONG FURRING FURRING 3-1/4" LONG X 3/16" 0 FURRING 3/16"O X 3-1/2" LONG TAPCONS TAPCONS STAGGERED yC8 TAPCON. INTO STAGGERED @ 16" 1X8 P.T. STAGGERED @ 16" O.C. iX8 BLOCK@ SPACING „ O.C. 2-ROWS INTO PER MANUFACTURE 1 DETAIL 2-ROWS INTO MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. 3+� DETAIL 62EDGE "" 16' M 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER W/ MIN DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 T. TO SHT. SDW2-K1 CONN. DETAIL FOR CONN. DETAILSFOR CONN. DETAILS 10d @ 12" O.C. FURRIN2X8 P.T. WITH 3/16"0 X 3"2X8 P T LONG TAPCONS 2X8..Q'D STAGGERED @ 16' .C. 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL #5 REB (TYP,) FILL SOLID BOTH CELLS STD. 90 HOOK NOTCH WEB AT +5A FIRST 2 COURS #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED 2X BOTTOM PLATE W/ 8d @ 4" AR ` ' AND NAILED W/ 8d COMMON @ 6" O.C. EDGES AND 12" O.C. FIELD O.C., 2 ROWS STAGGERED 41 HOOK 2x BAND JOIST W/ FACE NAIL 10d j STD. 90° (TYP.) @TOP & BTTM CHORD, AND (8) TYp,) FACE NAILS 1Od @ TRUSS VERT. WEB METAL SEAT PLATE NOTE: LAP SHEATHING TO BOTTOM OF BAND JOIST TYPICAL ' ` ' ± 2n NOTCAN@ FIRST COURSE\—USPHGAM10@ 1 12" O.C. w/4-SDS 1141 1/2" SCREWS INTO BAND JOIST & (4) 3/16"x1-3/4" WEDGE BOLTS INTO K.O. BLOCK THE ES --LED CELL PER BUILDOUT @ OVER SIZE DOOR -WINDOW ROUGH OPENINGS CCFIL FOUNDATION PLAN SCALE: N.T.S. FILLED CELL INSTALLATIONK"H RETROFIT FOR MISSING EMBEDDED STRAP SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A FILL 1st4 COURSES =1890 # FOR 2 STRAPS EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT A 2'-0* 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. " " /4 x 1/4 TAPC 1�� �� 1 3 ONS 1 P RT16M W1 8 NA11 NAILS & 6 x 2 BLOCK HEADER ARCH BLKG. &BUCK - US O O a a _ TAPCONS 1/2" DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 1 NAILS x 1 NAILS AND Od a.: •: ': 8d NAILS AT 8" O.C. AT BUCK - _ 1„ _ ACUTOUT- (4) 4 X 1 WEDGE BOLTS [ (1) STRAP 1225 # , 2 x 8 45 DIAGONAL LEAVE A IN O.S.B. ON THE ' ';. BRA (4)10d NAILS INTO (2) STRAPS 2450#]} BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION ;;:�....',': ���..;.:`';':;`::. 7/16" OSB TO BE INSTALLED FOR OVERHANGS BETWEEN OVER 1 112" BOND BEAM OR CAST BUILT CUT HOLE IN O.S.B. FOR CONTACT ENGINEER OF RECORD FOR . U LT UP PLWD. BUCK ARCH PANEL IN PLACE BEAM FURTHER INSTRUCTIONS. SCRIBE (NOTCH) POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. BACKSIDE TO FIT ARCH FACE OF ARCH W/ (3)10d NAILS OVERHAN .:b'•' CONNECT W/ 8d NAILS (4) 10d NAILS INTO 2 x 8 AT EA, END RETROFIT TRUSS DETAIL •' BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHO 2 x4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 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 REQ'D. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4Y? WOOD SCREWS @ 16" O.C. MAX. OR IF MASONRY k0 TO TR10dUSS NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. WALL USE (3) 1/4" X 31/2" TAPCONS AT 16" + �FRygH C TO TRUSS TOP CHORD 1-05 -O SCALE: N.T.S. SS O.C. 12 + + FNOT rr ' tr JACK TRUSS PROVIDED BY SEE + + N PLYWOOD SHEATHING TRUSS COMPANY OR PLAN + + INISH FL0 2 x 8 BUCK - CONNECT TO BLOCK SECTION 2x6 #2 SYP @ 24 O.C. + BLOCKING AS • ROOF SHEATHING ATTACHED + REQUIRED > WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B • � � PER NAILING SCHEDULE ALL TO SUPPORT ° EMBEDMENT INTO K.) ° ° #5 BAR /4 MAX 2'_0" 8n TRUSS + SOFFIT � . >• :'> P e BLOCK HEADER + V 9010 ° b ° . .• CENTERED W/ SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP . , . > • . ° 0> IN TOP o EACH TRUSS e : ' KNOCKOUT / iN 8d NAILS @ 8" O.C. AT BUCK _ ; ° CHAIR BLOCK NAILS AT EA. E(10d CONNECTOR ND . . MONO FOOTING PROVIDE 2x �" � � .D a .• � °. PROVIDE 2 x 8 DIAG. BRACE BTWN11PROVIDE (2) MIN. CONT. W/ (3) SIZE AND REINF. PER PLAN ° VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF SCHED. CLEAN FILL -j %, ° ° 2 x 8 VERT. BRACETRUSS COMPANY OR 2x4 S) INSIDE TO ALLOW FOR INSULATION ARCH TO BE INSTALLED 00, #2 SYP @ 24" O.C. ENTER SO IT DIRT • � BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN ° PRECAST LINTEL °. STANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL > 90' HOOK iv TO FIT ARCH CONNECT W/ 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN , IF TRUSSES USED) W/ (2) #6 X 4/2 WOOD FOR OVER HANG FILLED CELL 1..'; 8d NAILS 2 x4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARCSCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") . . .- % J ., BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" INSTALL WDW, SCREW ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR 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 MORE INFO REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS 20 ga. PANEL CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M, AT PERIMETER HTT16 W/ (18) -16d NAILS TO COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL } #5X6' EMBEDDED INTO (1) #5 BARS CONT. THREAD ROD EPDXIED W/ E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR) OCCURS EXISTING BOND BEAM 9 ga. PANEL TOP WITH MIN. 3" SIMPSON "SET" EPDXY MIN. 1 zo IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�_0�� 5" EMBEDMENT & 3" MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. (EVERY OTHER EXPANSION STRIP F•F• FILL CELL FULL HEIGHT W/ COURSE) EDGE DISTANCE NON SHRINK GROUT. 0LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° _ O LU J W A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL '. , p'z' 3 51 REINFORCING AS FOLLOWS: a * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT o -I I ICI--lI��II 11=� g n. g ' -I I I—� 1_ v z 5X6 EMBEDDED INTO * PRESS PANEL REINFORCING INTO PLACE. n o o — — I k — EXISTING FOOTING 2-#5X6 IN CONC. 6 MIN. LAP SPLICE W/ _ COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANELT Cl) FILLED CELL SMOOTH. DO NO FURROW. -'` '' n �LI=1 I —h C" DRILL 3/4" X6 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. GRADE 6" MIN. LAP O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE i14 REMAIN FREE OF MORTAR. NOTE: H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. r ;4" SAW CUT TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° a SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY.TOOL RTAR TAKES FINAL SET. (REMOVE GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN, 3" WEDGES I FROM NTS ^LOW R COURSES OF SOLID BLOCOOTH AND CONCAVE, BEFORE OKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 Of A SECTION 16 MIN. COVER EA. WAY i) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP RETROFIT FILLED CELL DETAIL MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. SCALE: 3/4" = 1'-0" K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" = V-0" FOR WIND SPEEDS UP TO 110 MPH', PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. (D U) Z M 0 —0 Z N Z Q a I� Z O C!1 CD Q) U �--� w �U — 0 LU 0:. V) E o oM0 mr U W r E U CDM Ccon maco O O N L LL o0 ci L� 0 1,uo 0 � Q ✓T Q O A ' B D. N C B D C 0���,� r, S N oov . >�} `G % m C `' i M a}° (j C LL u Okq \�_, 0 W C� � Lt� a 1 IE] jk To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD ON Z O I� r>-i M O Q u Ln d U L Q Un _ L U Q. ,M-I 00 Q Z WJ C:) J 0, 0 Z a Z- wQ�a o: UZp0 z1W � _ w Z J W � � J ¢Oo-Oin � � V W N mzo F- w o� Z Z T }o Z -a 3 S o � > 1 C: O U ('� U) J f o� <oO-¢ 0 J �% ',' � W UcOM a ii (V ZaoJ Q I� fV LI r�wcK H f 0 $a10 Z N lyzxZ =r"o J r�-i LU W $WV M 2:a Q Z Wt� z k Z W Cy J Q O g Uj = Z aLU n- Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SS *DIAGONAL SPACED NOTE: PENDING BEAM AT 15'-0" O.C. MAX BEARING LOCATION, THE BEAM CAN SIT ON TOP OF SEE ROOF PROVIDE 2X4 MIN. BLOCKING AT COLUMN W/ (2) HTW20 PLAN SHEATHING Q OF HIP/RIDGE, TYP.BETWEEN STRAPS JACK TRUSS (AS SHOWN) TRUSSES W/ (2) 12D NAILS EACH OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT 2X4 BLOCKING TYP. CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS4fi OR JUS461F (SEE ROOF PLAN BUCKET TO COLUMN FOR TYPE) BLOCKING A 7/16" O.S.B. FLITCH FRAME OUT TO SECT. A -A PLATE TOP @ TRUSS BRG. SUPPORT COLUMN BUILT-UP BLOCK EDGE '\JA (2)-2x4's OR 4x4 W/ (2)-10d G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 ADD 2X4 ALONGSIDE (SHOWN AS 4 x 4) FOR BEAM SIZE TOP CHORD WHEN REQ'D EXTERIOR SHEATHING (2) USP HTA20's ATTACHED PER NAILING TO PREVENT PLYWOOD TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. SCHEDULE 2x SPF #2 SPAN FROM EXCEEDING ACK WALL ALT: (2) USP MSTAM36 AT 16" O.C. MAX 24" SPAN (EITHER TRUSSES rG. IP SIDE OR BOTH IF REQ'D) TSTRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BUILDER FRAME CONTINUOUS LATERAL BRACING- RADIUS NAIL OVER X-BRACE AS SHOWN- AS REQUIRED INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS FOR NAILING AT 12" O.C.MAX X-BRACING - 2x4 SPF OR SYP BEAM @RAISED ENTRY w/ 2-16d @EACH TRUSS WEB CROSS BRACING DETAIL JYP.)r-,-��HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL ENTRY FRONT WALL s SCALE: 1/2" = 1'-0" SCALE: 1/2"=V-0" SCALE: 1/2" = V-0" SCALE: 1/2" = 1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONV. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. USP LSTA18 MAY BE NAILED EACH DIRECTION TYP. U.N.O. VERTICAL SCAB CENTERED @ USP HD4101F BUCKET SEE PLAN L. (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE w/MIN. (4)12d WHEN IT LANDS NEXT TO 2 6 2 x 6 #2 0d TOP & BEAMS TOGETHER MORE INFO SPF 48" O.C. SPLIT TO TIE SEE ROOF PLAN FOR FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS 2x8 BLKING. NAILED @EACH BOTTOM OR USP RT7 COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES SIDE w/ (3} 12d NAILS WHEN BOTTOM TOMHCLO L W/ 8 - 8d OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD REQUIRED w/ (2) USP WHEN IN PLACE OF (4) - SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & R UI - D X 1 1U EACH SEEfLOOR PLAN FOR Od SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED SEE FLOOR PLAN CONNECTION INFO REQ'D ONLY WHEN ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE FOR COLUMN SIZE INDICATED ON BM. 2X4 #2 SYP NAILER. NAIL A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN TO STUDS w/3-16d @ LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS RAFTER REQ'D ONLY WHEN COLUMN SIZE & BASE EA. STUD. TOENAIL EA. ROOF AND EXTERIOR SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" OPTION A INDICATED SCHEDULE/ON BM OPTION B CONNECTION INFO OPTION C TRUSS TO NAILER w/3-10d SHEATHING ATTACHED O.C. MAXIMUM. 2x4 SPF 2 PER NAILING SCHEDULE 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD SEE 2ND FLOOR WALL SECTION NAILS EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON B M . TO POST ATTACHMENT A FOR ADDITIONAL INFORMATION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN SCALE: 3/4"=1'-0" ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg g FOR BEAM SIZE &BM. SP LICE OVER 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS PRE-ENG. TRUSS(OPTIONAL) A F—� A CENTER OF POST 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING SEE PLAN FOR MAX &EACH END ALTERNATE BETWEEN EA. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP TOP OF AM CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A DIAGONAL--,,2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS •}C •iC 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 INDICATED USP JU26 OR IF 2 PLY SEE FLOOR PLAN FOR TRUSS USP COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & US26-2 ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND FOR MORE T & B CHORD STEEL OR WOOD INFO. VERIFFYY WITH PLAN BEARING SUPPORT MIDDLE (4) INTO NAILS ATTACH NAILS O END OF EACH FLOOR FOR LOCATION AND .0 TRUSS,.24" O.C. MAX. (AT DIRECTION (IF PARALLE EACH SIDE OF G.T. INSTALL SEE 2/D2 FOR BLOCKING A -A ALTERNATE BLOCKING CORNER SEE FOUNDATION (4) NAILS EACH SIDE) INFO) 5 PLAN FOR MORE INFO MASPONpRj WALL DETAIL @ INTERIOR BEARING I lyl I3 ,, vil SCALE: 1/2" = V-0" COMMON B M . ATTACHMENT -� g WOOD TRUSS '4 PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-0" SECTION AT LOW ROOF 9 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 W/ USP SPT22 @ ATTACHED PER ADDITIONAL SEE PLAN FOR NAILING SCHEDULE OUTLOOKER 81 NAILS AT VALLEY TRUSS BASE & SPT24 @ TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING 4" O.C. INFO. 2x BLOCKING BETWEEN 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER INFO. STUDS TO TRUSS W/ (2) TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAILS EACH END PLATE & (2) 12d END MIN. 2 2x4 FOR CONNECTION SPT22 @ BASE SEE STRUCTURAL SHEATHING () (BETWEEN TRUSSES (2) NAILS TRUSS SPF TOP INFORMATION. J/S6 FOR MORE GABLE 12d NAILS TO EACH LOW ROOF/WALL VERTIVAL STUD) SCHEDULE PLATE INFO. TRUSS ATTACHED PER NAILING BOTTOMM CHORD SHEATHING ATTACHED 2x BASE PLATE W/ (2) 12d 141VARIES SEE PLAN PER NAILING SCHEDULE NAILS @ 16" O.C. ALONG W/ VARIES W/ FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD USP MTW12 TO BLOCKING ROOF SLOPE USP LSTA30 OR MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. WOOD WALL GIRDER BELOW @ 16" EACH COMMON OR MIN. 2x4 #2 SPF STUDS xx O.C. TRUSS/ FRAMING TRUSS.@ X4 2 CONT. W/ 2 O TYP TOP & BOTTOM SEE PLAN 16d COMMONS 16" O.C.EXTERIOR xx NAILS EACH SHEATHING ATTACHED STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP PLYWOOD (3) 12d TOENAILS TO aa. HTA16 @ 4' -0" O.C. TO GABLE FLOORING TRUSS OR OIL SEE PLAN FOR _ PLATE BELOW MASONRY WALL a TRUSS BEAM BELOW: USP ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'4" O.C. TO GABLE MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN ' TRUSS W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2} 2x6 BLOCKING UNDER FLOOR G.T. lb N MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION SEE ROOF PLAN COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE o 16" O.C. MAX. Ga . FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER INFO. �� SECTION @FLOOR cONECTIONSTOG.T. EXTERIOR. WALL SECTION ENTRY s CONNECTIONK22SECTION AT HIP GABLEr2SECTION @ BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS r M o O _ z� Q z 9;j V) (D (1) ( -/) 4-J tom, •U — LU O V) E 0 r® U o 0 Uj 4-- E 8 a)M to CM 2 ce) N 020 ai N a) N UCL -"00 -5 - ro O to Y MENINNIM tm 0 O V 0) Q Q A' B I D. N. C B D C wo, o N IV CN o _ i y o f CLLU ,L • r VV > Z, �'aZ To the best of the Engi �Illd3 e, 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 0 Z O a-) r� U7 5 O O ��Mo U-) t10 Ln Q 4-1 z 0 L U- fl- f— M oC V a `0 � Q S z cp LU :j-c) oz Ln W � zaa a f ¢�W zOU0 U Z Lu 0 z � R 2 U, U) �O w �W� ch O oz zz ro �Z � Ln� M w S > C) O z �a U (n (a o F J Lu X O 02 J J N 0 a a z¢�� l 0 ' \ (; Q Q Q awW� Q s Z Zff w N L di _¢ J 6j ~oz oQ¢ M Q Q Z t_ ¢z r"I Z a (n Z m � ^ g = a° a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MIAMES VERSION NO. 10 SHEET NO. D1 -1 -If :aI Il al'I WEATHER RESISITIVE BARRIER TAPE Em (AWFMBLED W NDOW ) Im ' HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure went THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NITS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING NAILING FLANGE DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW I u-.v, ul��a rLrL.�L UI wI SELF -ADHERED FLASHING DECK JOIST NOT USED '^ WEATHER /E BARRIER & "ILY SECURE WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHIN SHEATHING BY LAPPING DOWN --, OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOIN UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING 1 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 M SELF-ADHEF J IVIIIN O SELF -ADHERED FLASHING OUTSIDE CORNER RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING E0 8 2 51 1 2 4 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH O SELF -ADHERED FLASHING �' CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a SELF -ADHERED FLASHING INSIDE CORNER Ground FOUNDATION WEEP SCREED NOT USED Water Resistant Barrier Lath Sheathing Stucco Cement Plaster in accordance with ASTMC926 over wood 2nd floor 7/8" Cement Plaster ,�� K Cement Plaster over block 1 st floor FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. with ASTM D 22 for Type 1 felt or W i a r f No.15 asphalt felt free from holes and breaks complying6 0 R703 2 Bather resistant sheathing paper. One Jaye o p e yp other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 31/2" 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 asQin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary in accordance with ASTMC926 Felt backed metal lathe in accordance , with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Metal , Flashing ' Weep Screed Installed As Per Manufact. Specs. Maintain . Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1 /2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all Z 13 CD z Q O Z � nt,n' �to LLJ Ir) �U - 0 Ll! G E E o V) �ZD 0 0 m r` U LJJ N M C f0 Cl) I - E -0 cT � mm OoCD = N U C L L CO 0 -00 � e ao Lo O V Q tT 0) CL Q O Al B D® N N G N N o N Z W o co u z 2T ti IlY =LL�o ow J Wad""N Q W U < �w Z Z a`3 0 .w ZY, O O (IAA Ern:? CIDm � N Q M 'L-- 0 0O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I! O (Z' Z cV O a) I -I 4-1 o I-_q M O - Z InQ Q. (•0 Q L_ � Ln IY U ry '--' a �� 3: rD Z J � W s 0 �Q za Za �ao� zoo Z uJ �E:) ZZ W QL R QL 0 J J '1 To J OU 00Z FW 41- Q oZ Z F �Z 8 f z r� p O r M ILL 0 �3 8 Q U Ul cc LLI �a 9 W 'o kseo 0 Q �2 f N U a m a z¢o°d Q �fo Z Z Nao LU LcLI G 6i Q 0 o W o Lu O g Q F H M r I Q Z Z Z CY m g va J O az O ui rn ,--I a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. W P -� _F7 3� LISP Stock No. A3 Florida Statewide Approval No. FL17244.1 Evaluation Report Basis ESR-3455 Simpson Stock No. A23 Florida Statewide ProductProduct 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 HD216 FL17232.3 ESR-3445 HU216 FL10655.29 ESR-2549 HD216-3 FL17232.3 ESR-3445 HU216-3 FL10655.29 ESR-2549 HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUCQ410 FL11468.11 SIM200804 HGA10KT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAM10KT FL17699.1 Evaluation Report HGAM10KT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Report HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HTT16 FL11496.1 ES-0130 HTT45 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 FL 10456.24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 HTW24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549 HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS26-2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 F00852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2106 LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTT131 FL11496.3 ER-130 LTS20B FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL17219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 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 MPS FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852.11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS 18 FL 10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 H 1 FL 10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-3448 H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RT8A FL17236.11 ESR-3448 SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPHS FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 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 913-72, 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 4201430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.01-41.0 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 +50.01-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment 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 Boras 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 +54.01-54.0 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 FL1999.1 - FL1999.4 N/A MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber- TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, 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 N approval cannot be demonstrated during inspection. APPLICANT SIGNATURE DATE CU Cll C_ C010 CU a--• U Cll Q- O O C .� Co U -0 CL Cn Cll C CIO M70-0 (� O O Q. -2 O C ICU O O C6 U_ p > .� E 4 0 Q F- ICU'' -a._ ^^ vJ Q Cn CD fJ CL CL L U O L W Cn U o0 I- O LM LU Q z J z J d SHEET NO. PA 1.0 _F IiV I; k L :.:11l� I A■ Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page i of 2 1192017 FL#15225-R3 Code Type Versio Manufacturer Entfty or Contact Engineer & License Date ate Validated SV Validated Submitted Date Pending FBC Approval Date Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 0628/2015 06/13/2015 07/05/2015 Approved Category: Exterior Doors (419) 298-1740 Manageorent Institute (813) 767-5555 Subcategory: Swinging Exterior Door Assemblies rick%@rwbldgaxrsultants. Compliance Method: Certification Mark or Listing com FL#15225-R3 Products Seq # Product Model. Number or Name Product Description Quality Assurance Approved for Use Approved Contract Expiration Date in HVHZ for Use Outside HVHZ Impact Resistant Design Pressure 5 e. "Smooth-Star" 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"a, "Construc on 6/8 and 8100paque and Glazed Steel Door with 12/31t2021 No Yes No N/A Series" and ",Benchmark by Therma-Tru" Transoms. With and without Si Idiles. Inswing and with Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#15279-R4 Code Entity or Tyoe Versio Manufacturer Contact Engineer & License Validated By Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 519656E SubCategory: Sectional Exterior Door Assemblies nmestefiield@clopay.com Compliance Method: Certification Mark or Listing FL#15279-R4 Products Page 1 of 1 1/92017 Date Date Date Pendina Date Validated Submitted FBC Approval Approved Status Gary Pfuehler 06/122015 03/19/2015 06/21/2015 Sea # Product Model. Number or Name Product Description Quality Assurance Contract Expiration Date Approved for Use in HVHZ Approved for Use Outside HVHZ Impact Resistant Design Pressure 37 037 W5-09 PAN-21`151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 9'0` wide) 05/21/2028 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE® 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 (92" to 16'0" 05/21/2028 No Yes No +30 PSF/-30 4RSF, 6RST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GOSS, 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, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/42 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE®. 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" to 16'2" 05121/2028 No Yes No +37 PSF/-41 4RST, 6RST, GD58, GR5S, AR5S, ED5S vide) WINDCODE® W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15288-R2 Code Entity o Date Date Date Pending Date Type Versio Manufacture Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Horizontal Slider bsitlinger@mM.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 SERIESA G 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No NIA 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/3l/2017 No Yes No N/A 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No N/A SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 2 1192017 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 1192017 FL#15000-R2 Code Ent' o Date Date DatePending Date T_ Versio Manufacturer Contact Enaineer& License Validated By Validated Submitted FBCApproval Approved Status Revision 2014 Therma-Tru Corporation RickWnght Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298.1740 PE-43409 (813) 767.6555 Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#15o00-R2 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 a. "Fiber-Classic" or "Smooth-Star"a 6'8 "Non-Impact" Opaque Fiberglass 12/31/2018 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 Type Versio Manufacturer Contact Engineer & License Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Category: Exterior Doors (641) 423-1334 Subcategory: Exterior Door Components nelson.kraschel@doorgro Compliance Method: Certification Mark or Listing up.com FL#11537-RS Products Sea # Product Model. Number or Name Product Description 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Louvered single and pairs of hollow metal doors. 2 M, CM, and G Series Frames Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868-4707 Page 1 of 1 f/102017 Date Date Date Pending Date Validated Submitted FBCAooroval Approved Status 07/21/2015 07/21/2015 07/27/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/3l/2017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/92017 FL#15278-R4 Code Entity or Date Date Date Pendina Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent 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 bsibinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Sea # Product Model. Number or Name Product Description 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PWN172X72 FIN Quality Assurance Approved for Use Approved for Use Impact 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 12/3l/2017 No Yes No N/A 12/3l/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 VW017 FL#13192-R4 FL#15272•R1 CodeE_ntit Lo_r Date Data Date Pendina Date Code Entity _Date Date Date Pendina Date Type Versio � Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Type Versio Manufacturer Contact Eno ineer&License Validated By Validated Submitted FBCAooroval Aporoved Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogawa John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/1912015 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 nhompson@alside.com Compliance Method: Evaluation Report from a die.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL#13192-R4 Products FL#15272-RI Products Quality Assurance Approved for Use Aporoved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Se # �_ Product Model - Number umber or Name Product Description ContractExpiration Datein HVHZ Outside HVHZ Resistant Pressure Sea # Product Model, Number or Name or Name ProductDescription ContractExpiration Date in HVHZ outside tide HVHZ Resistan Pressure 1 C m lank La Sidi e p p rig fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. "2T&quo1; 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" Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A FL#15332-R3 Products Seq # Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGD FL#15217-R4 Code Type Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows Subcategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Sea # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 Code Jae 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 Seo # Product Model. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-R10 Code JCL T e V r io Manufacturer e� 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 Sea # Product Model. Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" SERIES 430/440 ALUMINUM SGD X O( 143"x80" NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143"x96" 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 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 Entity or Contact Enaineer & License Brent Sitlinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsiflinger@miwd.com Product Descriotion SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 88 1/8X72 Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 2 l/W017 Date Date Date Pending Date Validatel Submitted ed FBCApproval Aporoved Status 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 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 Entity or Contact Enaineer & License Brent Sitlinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsitlinger@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 Date Die Date Pending Date Validated Submitted FBC Approval Approved Status 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/3l/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards 1l92017 Product Approval Application Detail o Date Entity r n xN Date Date Pendina Date _ Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status tt _ Mark Harper 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 ma rlcd. harner@saint-gob ain.com QualitV Assurance Approved for Use Use Approved for Use Use Impact Design Product Contract Expiration Date Description in HVHZ Outside HVHZ Resistant Pressure t 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A architectural asphalt roof shingles O N O U _0 L N lL OO CU -0 ■ ^� U Co O ca cn O = 2 O CI3 O O M LL O cu > .N Cn 0 Cn E O a)O CU Q I- C .O a U) ca. Q Z Z W J to U N O� L— 0- Florida Department of Business & Professional Regulation Page 1 of 1 Q Q 0 Building Codes and Standards 1/92017 �.- Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 U Building Codes and Standards 1/srzo,7 Building Codes and Standards vsrzol7 Product Approval Application Detail Product Approval Application Detail (1) _0 U Product Approval Application Detail FL#5219-R3 Q FL#12326-R7 Products = O L Code Entityor Date Date Date Pendina ate Q L_ Q Quality pro Assurance Approved for Use Approved for Use Impact Design FL#21675-RO Tvoe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Sea # Product Model. Number or Name Product Description Contract Qw1ration Date Outside HVHZ Resistant Pressure Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved = Q V- 6 No. 15 UL in HVH2 —� Code Entity or Date Date Date Pending Dateco Asphalt Ot072019 No Yes WA N/A Type Versio Manufacturer Contact En€ ainl a &License Validated By Validated Submitted FBC Approval roved Status Category: Roofing (813)248-3456 PE-31242 (717)317-8454 Q co New 2014 HomeGuard Building Products, Inc. John Cheslak Intertek Testing Services NA, Intertek Testing Services 02/01/2017 01/25/2017 02/03/2017 Subcategory: Roofing Integral Part of the Roofing Accessories that are an flvalidation@yahoo.com .� Q ng System S Approved Compliance Method: Evaluation Report from a ai L }, Q Search Criteria Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida (n QCo Subcategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321 Professional Engineer ,� C6 �F— Code Version: 2014 FL At 12328 Compliance Method: Evaluation Report from a m FL#5219-R3 Products �/ J Application Type: ALL Product Manufacturer: ALL Product Evaluation Entity _ Category: ALL Subcategory: ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use Impact Design Method: ALL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL C Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Quality Assurance Approved for Use Approved for Use Impact Design 1 1- "Flat Top Off Ridge Vent Wth Baffle for Tile"a Minimum 26 Gauge Steel, Nominal 4', 6', 12131/2019 No Yes No N/A Product Description: ALL Approved for use In HVHZ: ALL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ' Resistant Pressure 8', or 10' Wide Off Ridge Vent Attached to 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A Wood Deck Approved for use outside HVHZ: ALL Impact Resistant ALL ToughSkin 30, ToughSkin 50 2 2- "Round Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4', 6Ƈ, 12/31/2019 No Yes No N/A Design Pressure: ALL Date From: ALL Tile"a 88#39,, or 10' Wide Off Ridge Vent Attached to Date To: ALL Wood Deck 3 3- "Standard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4', 6', 12131/2019 No Yes No N/A for Shingles"a 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 1/102017 Building Codes and Standards „�0,7 Florida Department of Business &Professional Regulation Page 1 of 1 Product Approval Application Detail Building Codes and Standards 1/10/2017 Product Approval Application Detail Product Approval Application Detail FL#17202-R1 FL#2075-R7 Code Entity o Date Date Date Pending Date FL#16588-R1 Code Endty oate Date Date Pending Date Type Versio Manufacturer Contact Enaineer& License Validated By Validated Submitted FBC Approval Approved Status r Tvoe JjLg2 Manufacturer Contact Eno ineer&License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22/2015 Approved Code Entity r Date Date Date Pending Date Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Tywe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing (9(4) 783-8400 (786) 315-2590 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 SubCategory: Roofing Accessories that are an clark@flamoo.com Integral Part of the Roofing System Category: Roofing (707) 872-3620 (305) 868-4707 Integral Part of the Roofing System Compliance Method: Evaluation Reportfrom a Subcategory: Roofing Accessories that are an gdaniels@ohagin.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Product Evaluation Entity Professional Engineer Compliance Method: Certification Mark or Listing FL#2075-R7 Products FL#17202-R1 Products FL#16588-R1 Products Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use 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 Seq # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31J2018 Yes Yes N/A N/A 1 Deck-Air-DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07J1012019 No Yes No +97.5/-97.5 1 0'Hagin's Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04J04/2018 Yes Yes N/A NIA Mechanically Attached to Plywood Deck. 2 OmniRidge® PRO Vent PR04-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +WA/-165 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9rz017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 3 FL#15076-R3 Building Codes and Standards 1J92017 Code Entity o Date Date Date Pending Date O TVDe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status 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 t of 1 Category: Shutters (954) 689.7545 PE-44167 (954) 772-6224 Building Codes and Standards 1/92017 FL#7849-R9 SubCategory: Storm Panels tim.robinson@gppent.com Compliance Method: Evaluation Report from a Product Approval Application Detail Florida Registered Architect or a Licensed Florida Code Entity or Date Date Date Pendina Date Professional Engineer Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15088-R1 Revision 2014 Boral Roofing / Monierl-ifetile Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker 09/10/2015 08/25/2015 09/20/2015 Approved FL#15076-R3 Products Category: Roofing (602) 269-2288 Code i r Date Date Date Pendina Date (205) 854-0160 Quality Assurance Approved for Use Approved for Use mat Design Entity o SubCategory: Roofing Tiles thomas.jemmett@boral.co Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Type_ Versio Manufacture Contact Enaineer & License Validated By Validated Submitted FBC Approval Aporoved Status — Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm PaneWHVHZ Corrugated Galvanized Steel Storm Panels retained 1213112017 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 06/23/2015 Approved — Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 FL#7849-R9 Products 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A SubCategory: Fabric Storm Panel tim.robinson@gppent.com or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Design Florida Registered Architect or a Licensed Florida Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 700 -Shake, Slate & Split Shake Flat Profile -Stockton 12t31l2018 No Yes N/A N/A Code Entity Q Date Date Date Pendina Date FL#15088-R1 Products 14 Saxony 900 - Country Slate, Shake & Slate Flay Profile - Henderson 12/31/2018 No Yes N/A N/A Tvpe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Quality Assurance Aoproved for Use Approved for Use Impact Design 15 Saxony 900 - Country Slate, Shake, Slate & Split Flat Profile - Lake Wales 12/31/2018 No Yes N/A N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12121/2016 Validated Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes N/A N/A SubCategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. } J Shake, Slate, Country Slate Compliance Method: Evaluation Report from a ^ ` 24 Villa 900 Medium Profile - Lake Wales 12131/2018 No Yes N/A N/A Florida Registered Architect or a Licensed Florida cn VJ 25 Villa 900 Medium Profile - Denver 12/31/2018 No Yes N/A NIA Professional Engineer 26 Villa 900 Medium Profile - Stockton 12/3112018 No Yes NIA N/A W FL#1$076-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design /1 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure �J 1 20 Gage Galvanized Steel Storm PaneWHVHZ Corrugated Galvanized Steel Storm Panels retained 12/3l/2017 Yes Yes Yes N/A O or not by tracks to provide hurricane protection. f!! 2 24 Gage Galvanized Steel Storm Panels/NHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A ICU or not by tracks to provide hurricane protection. O L U Florida Department of Business & Professional Regulation Page 1 of 1 0 Building Codes and Standards 1/9rz017 L Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Cn Q_ Building Codes and Standards 1/9rz017 Building Codes and Standards 1/9rz017 a) FL#12856-R5 Product Approval Application Detail Product Approval Application Detail (n Code Entityo Date Date Date Pendina Date Type Versio Manufacturer Contact Enaineer & 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. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/22/2015 Approved Category: Shutters (954) 493-8551 PE-0046549 P.E. Code Entity ate Date Date Pendina Date Coe Entity or Date Date Date Pendina Date SubCategory: Storm Panels tomj@tc-alum.com (305) 510-8531 Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status TyDe Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved to u Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 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 1..1. Professional Engineer Subcategory: Storm Panels mikeb allamericanshutte Subcategory: Truss Plates slevvis al ineitw.com H 9 ry� @ g ry� @ p FL#12856-R5 Products Compliance Method: Evaluation Report from a rs.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Product Evaluation Entity QualityAssurance Approved for Use Approved for Use Impact Design Professional Engineer FL#1999-R5 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 0.050"a Aluminum Storm Panel 0.050" Aluminum Storm Panel with Optional 12/31/2018 No Yes Yes NIA FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact Design W Clear Panels Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 "Safety Edge" Storm Panels "Safety Edge" Storm Panels, 28ga 12/31/2018 No Yes Yes +54/-54 Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ' Outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H & S) Metal Connector Plate 12/31/2020 Yes Yes N/A N/A (0.018"&quoQ Steel, 0.022" Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes N/A 2 ITW BCG Hinge Plate Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Q and Non -Pert) Clear Polycarb (Full and Hall) 3 ITW BCG Trulox Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Z 3 24ga Steel Storm Panel 24ga (0.0232"a) Steel Storm Panel with Optional 12/31/2018 No Yes Yes +100/-100 4 ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Clear Panels Z 4 Aluminum Hinged Storm Panel .050" Aluminum Non -Porous Hinged Storm 12/31/2018 Yes Yes Yes N/A Q Panel .. J d SHEET NO. PA 1.2 N U) }, U 4n Q O O co 7 Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 0) U U) Building Codes and Standards 1/9/2017 Building Codes and Standards 1/9n017 Florida Department of Business & Professional Regulation Page 1 of 1 � = U C6 t) Product Approval Application Detail Product Approval Application Detail Building Codes and Standards 1/sno17 O O O O FL#2197-R5 F644 R4 Product Approval Application Detail 0 O LL Code FL#1645-R4 Ca 0 I'nttnr or � j� Date Pending J� o Entityr to Date Date Pending ate 0 LiI.— Tvoe O Versio Manufacturer Contact Engineer & License Validated By Validated FBC Approval Approved Status TYPe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Code Entity or Date ate Date Pending Date Revision 2014 MTek Industries, Inc. David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07105r2015 Approved Rev son 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA -The Engineered O5/27l2015 OS/0612015 06/02J2015 Approved Type Versio Manufacturer ContactEngineer & License Validated By Validated Submitted FBC Approval Approved Status . U) � Q Category: Structural Components (314) 851-7480 LLC. Category: Structural Components (541) 826-0200 Wood Association Revision 2014 Boise Engineered Wood Products Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06l0212015 Approved (3) L SubCategory: Truss Plates dwert@m6.cwm (205) 599-9800 SubCate o Engineered Lumber robertta Ion bc.com Compliance Method: Evaluation Report from a 9 rY� 9 Y @ {253) 620-7467 Category: Structural Components (541) 826-0200 Wood Association Co P P Compliance Method: Evaluation Report from a Subcategory: Engineered Lumber roberttaylor@bc.00m (253) 620-7467 Cu Product Evaluation Entity Product Evaluation Entity Compliance Method; Evaluation Report from a V ) FL#2197-R5 Products FL9,1644-R4 Products Product Evaluation Entity FL#1645-R4 Products D Quality Assurance Approved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Desi n Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure S_ge # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Desian 1 M18SHS 18 ga. super high strength truss corrector plate 12r3l2017 Yes Yes WA N/A 1 Versa -Lam Laminated Veneer Lumber 01/01/2035 No Yes N/A N/A 2 MSe # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 3 Mill 16 16 16 9a- truss connector plate 12t312017 Yes Yes WA N/A 1 AJS Joists Wood "l" Joists 01/01/2035 No Yes N/A N/A 18 ga. high strength truss connector plate 12r312017 Yes Yes WA N/A 4 MT20 20 ga. truss connector plate 1213112017 Yes Yes WA N/A 5 MT20HS 20 ga. high strength truss oonnector plate 1213112017 Yes Yes WA N/A Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/942017 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9n017 FL#6527-R6 Florida Department of Business & Professional Regulation Page 1 of 1 Coe Entity or Date Date Date Pendina Date Product Approval Application Detail Tvoe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Building Codes and Standards 1/92017 Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved FL#158-R7 Category: Structural Components (253) 924-4084 (608) 839-1344 Product royal Application Detail Entity Date �p APp Subcategory: Engineered Lumber jim.anderson2@weyerhae Code or a e Date Date Pending Date Compliance Method: Evaluation Report from a user.com Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#1630-RB Product Evaluation Entity Revision 2014 CAST-CRETE USA, Inc. Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/182015 Approved Category: Structural Components (813) 621-4641 (786) 315-2590 Code Entity oDate Date Date Pending Date FL#6527-R6 Products SubCategory: Products Introduced as a Result of eparrino@castcrete.com r T_ Versio Manufacturer Quality Assurance Approved for Use Approved for Use n New Technology Contact Eno ineer&License Validated By Valid Submitted FBC Approval Approved Status Impact �ct — Design Com IianceMethod:Cert'rficationMarkorListin Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A- Rothman, P.E. 07/06/2015 05/122015 07/30/2015 Approved Sea ## Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resist Pressure P g Category: Structural Components (253) 924-4084 (608) 839-1344 1 iLevel Rim Board Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A FL#158-R7 Products SubCategory: Engineered Lumber jim.anderson2@weyerhae board Rim Board Compliance Method: Evaluation Report from a user.com 2 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Quality Assurance Approved for Use Approved for Use Impact Desian Product Evaluation Entity 3 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure FL#1630-R8 Products 4 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A N/A FL#6527-R7 FL#158-RB Se # product Model. Number or Name Quality Assurance Approved for Use Approved for Use Impact Design �_ Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Coe Entity o Date Date Date Pending Date Code Entity or Die Date Date Pending Date 1 TJI 110 Prefabricated Wood 1-joist 03/31/2017 No Yes NIA N/A Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status 2 TJI 210 Prefabricated Wood 1-joist 03/3l/2017 No Yes WA N/A 3 TJI 230 Prefabricated Wood )-joist 03/3112017 No Yes N/A N/A Revision 2014 Weyerhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11l052016 Approved Revision 2014 CAST-CRETE USA, Inc: Craig Parrino Miami -Dade BCCO -CER Miami -Dade BCCO -VAL 05/06/2016 04/29/2016 05/0612016 Approved 4 TJI 360 Prefabricated Wood I -joist 03131/2017 No Yes N/A N/A Category: Structural Components (253) 924-4084 (608) 839-1344 Category: Structural Components (813) 621-4641 (786) 315-2590 5 TJI 560 Prefabricated Wood 1-joist 03/31/2017 No Yes N/A N/A SubCategory: Engineered Lumber jim.anderson2@weyerhae SubCategory: Products Introduced as a Result of cparrino@castcrete.com 6 TJI/560D Prefabricated Wood 1-joist 03/3112017 No Yes N/A N/A Compliance Method: Evaluation Report from a user.com New Technology Product Evaluation Entity Compliance Method: Certification Mark or Listing FL#6527-R7 Products FL#158-RO Products Quality Assurance Approved for Use Approved for Use Impact Desian Quality Assurance Approved for Use Approved for Use Impact Design S_eo # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant r s re Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Microllam LVL Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch vide lintels 05/21/2017 Yes Yes N/A N/A 2 Parallam PSL Parallel Strand Lumber 03/31/2017 No Yes N/A N/A 3 TimberStrand LSL Laminated Strand Lumber 03/31/2017 No Yes N/A NIA 4 TJ Rim Board Structural Composite Lumber or Oriented Strand 03131/2017 No Yes N/A N/A board Rim Board 5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A C Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business &Professional Regulation Page, of O Building Codes and Standards 1/92017 Florida Department of Business & Professional Regulation Page 1 of 1 . - Building Codes and Standards 1/912017 Product Approval Application Detail Building Codes and Standards 1/92017 Product Approval Application Detail Product Approval Application Detail FL#5450-R5 FL#1774-R4 Code Entityor Date Date Date Pending Date FL#11383-R4 Tope Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Code Enti or Date Date Date Pending Date Revision 2014 Powers Steel Inc. William powers Steven W. Schaub SAMUEL A. 03/26/2015 03/23/2015 03/302015 06/23/2015 Approved Code Ent' or Date Date Date Pending Date Tvoe Versio Manufacturer Conta Entllneer&License Validated By Validated Submitted FBC Approval Approved Status � Revision Ver14 Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, RE, Revision 2014 Powers Steel Inc. W lliam powers Steven Schaub SAMUEL A. 03l26/2015 03/23/2015 03/30/2015 O6/22/2015 Approved Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H. HUYNH Florida Engineering 07/03/2015 06/242015 08/20/2015 08/26/2015 Approved 9 9 PP SubCategory: Products Introduced as a Result of bill@powerssteel.com (813) 645-0166 Category: Structural Components 2) Category: Structural Components (813 659-3707 PE-60122 Solutions g ry: produce (60 437 rsste PE-60509 GREENBERG, RE, ) New Technology SubCategory: Products Introduced as a Result of precastgator@yahoo.com 352 588-5311 SubCategory: Products Introduced as a Result of bill@powerssteel.com (813) 645-0166 ( ) Compliance Method: Evaluation i Report Florida New Technology New Technology Florida Registered Architect or a Licensed Fi Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Professional Engineer FL#1774-R4 Products Quality Assurance Approved for Use Approved for Use Impact Desian FL#11383-R4 Products Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Quality Assurance Approved for Use Approved for Use Impact Desian Quality Assurance Approved for Use Approved for Use Im act Design 1 PSbox8LT, PSboxBLT(5-5/8) Powers Steel lintels are field assembled lintels 0127/2017 No Yes N/A N/A Sea # Product Model. Number or Name Product Description Contract Fxoiration Date in HVHZ Outside HVHZ Resistanconsisting t Pressure Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels OS/252024 No Yes N/A N/A concrete masonry preformed steel lintels combined wth units, grout, and steel reinforcing 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/0112017 No Yes N/A N/A bars. of preformed steel lintels combined with brick or ♦� concrete masonry units, grout, and steel reinforcing (D � VJ bars. ^, W c- oo O Ca O a— r� U O ICU m V Q V m w� ME z J z a a J d SHEET NO. PA 10 TNT