Loading...
HomeMy WebLinkAbout36124 Stable Wilk AveW �, 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 R. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Cir. Circle Int. Interior S.L. Side Lights Clg. Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp, Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Ded. Decorative 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 U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each WayN.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Flr. Finished Floor P.L. Parallam W/C Water Closet F.G. 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 Flr 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. INI P1% 174 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS PA1.4 PRODUCT APPROVAL NUMBERS COMPLY WITH FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND CITY Or 'EPHYRHILLS ORDINANrr;:c MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES IMEAN ROOF 30 FT. HIGH TYPICAL I 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 o Oz° z� Q O J a. co z W O Vn C0 N -I--� w �U — Ow N E 0 o � oM Co 04 U w a)M a W M F— E —I04 ; 0 -a M O`0 = N U (D L LL OD U) I 4 `o 0 o Q� Mao A ' ®® N C B�D C C�/ V it M o Z N ' 1` l ✓ e a v EE O� $A LLa ., W o � prs. p r R� a ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 O M O Q(j) f0Ln °- .L CA Q LL. LC) C) � ro oCU �� Q E00 Z WJ � J oZ Ce w� Z as <a Zara 0 zU0 U Z W U Z a = p W Z Z ■ . LL' N Co d- w Z Z Z = as �3 0 Z J U i7o Co U W w� 0SO Y U iY m J o¢oa N Z o� �aa Z W N o,o J Ln iLi = a � o o LLJ 2 Q Z uYa aF 00 d' Q z Z ¢�Z aZ J ry� W ! = a Z SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. L^ . O SHEET NO. CS 0 0 v 65'-0" A D S3 r(k H.B. JEJ=0? I - 5-SH 6" DP r R&S ---------- i BUILDER TO N PROVIDE 1_—_—_---_-- I W.H. APPLIANCE I I I I I INE PROTECTION I I I -__ _____ OWNERS SUITE BI — W;I.C. I i 2'-6" WHEN REQUIRED PER FBC f I I ■ TB 8'-0" CLG.co— 8 -0 CLG. C CARPET TIC E I CARPET �;� I 2 CAR GARAGE I I 0 � 3 I r 1 T-08' - —�-- - 3T0 - T-8" I� I 8'-0"CLG. 3 20'-0$" I I I I 15„I 7s I t. co (7 T2668w I I I Oilff b BOX @ 36" I EDGE OF SLAB 2" I I 0 I I o - - -�---' - -- -- A.F.F. i BEYOND WALL v I O = ( I io T -obi T 60"x36" DRYER VENT K S3 r I I W I N SHOWER THRU ROOF-,J I O^ I I G co I oo S3 (4) 2x4 #2 SYP STUDS FIBERGLASS �i� -- SS yl R&S I A I x I I W/ USP HTT4 @ BASE URROU D I 11 1 I I I I TW TYP @ 1 STORY A 5'-4" I 4'-0" PT. W OPT. D o U I I I S3 I ! I/x I NOTE: FINISHED I I Ih ¢ W WALLS TO BE I INCRI FLUSH. VERIFY I F10 AHU II FIELD. I II I 1ILE L ----- ----- K (4) 2x4 #2 SYP CC D 'oo --1868 S3 STUDS W/ USP S3 G.T. HTT4 @ BASE _ FAMILY RM R.A.G. -� o o O ^ 2:12 VAULTED CLG. _ ; 9'-4" CLG. I � - ---- c" CARPET �� - 1 ! 3068 CL i A I I ENTRY - o r io '9'-4j' 2T-03" LO s 3'-10" T-8" F- 10-103" Lo a 7 " � 6" -0" 8'-0" CLG. (9 -v ' AT T-4'_ � I rw -HDR - R&S ----- _� 2668° 2668 r r - R&S 4' 0" 11'-78" 6'-10" iv 4 7 8,_8 i�L 5' 4 M 14'-6" S-4" co N I T-6" I 5068 B.F. I 4068 B.F. 10 _ OPT. I PATIO CAFE RErtBEDROOM2 71. WCNI J C — — _ _ _ — _ _ — _ - W - - 7 -� - - I 8'-0" CLG CARPET0_ir BEDROOM - - BEDR OM 48'-0" CLG. CARPET f = r�rR� V D.W. 1 0�o I I p' ,� 8 -0 CLG. 8'-0" ICLG. �� Ln A o , d. "i-.—_ ------ CO LA vi O / I > N > 3 J U Y4 18 •3 L J - io CARPET - I M CA ET c'w - _ _ SI KWN ISP —— LL� 20,_ g�� I r 2'- 10' 4" 10',�i,. 2 I 5' T 11-0' :, 2'-2" / M V I7L1T�C TIE -G. r--' �." Li moo 100 I - 2., I a0 ■ I ! 04 - ecO� PANTY w "ri° o - I c7 TYP @ 1 STORY — RALLGE_ j 8 -0 M wo / FLAT L . �� I FIBERGLASSJL_E c' COND. 3e _ 3e - ' T I S3 � I ----- r O ---� 5-SH 16" DEEP I SURROUND °� I - cv iv 25-SH 25-SH H B EGRESS EGRESS A O S3 O 15'-10" 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 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1 /2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 J X 25 4 S.H. 13 20 X 38 j 18 J X 37'j S.H. 14 20X50a 184X50 S.H. 15 20 X 63 18 J X 62 # S.H. 16 20X72 18jX71j S.H. j 32 27 1/4 X 26 26 X 25 j S.H. 133 27 1/4 X 38 j N/A S.H. j 34 27 3 X 501 N/A S.H. J 33 N/A 26 x 37 S.H. j 34 N/A 26 x 50 S.H. J 35 27 J X 63 26 X 62 1/2 S.H. J 36 27 3 X 72 26 X 71 1/2 S.H. 22 37 J4 X 26 36 j X 25 1/2 S.H. 23 37 j4 X 38 ii 36 1 X 37 3/4 S.H. 24 37 j X 50 1 36 J X 50 S.H. 25 37 X 63 36 j X 62 1/2 S.H. 26 37 J X 72 361 X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 # X 251 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 501 52 4 X 50 S.H. 35 54 X 63 52 1 X 62 j S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" 0 +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 OE +23.0 / -25.2 OF +23.0 / -28.9 GO SEE SIN SHEET HO SEE SIN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION "B" 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) z M o O _ Z o z Q O J O v� � w p 0 w r11 1 E 0 co F- o o U LU (M C� CU M t - E — 0 uin m -a co N O o 0 CD L LL 00 v a) .X co Q O �{) O Q rn rn Q o A 1 n Boc Loi M o, o ° • CO 0) N Z, 6 _ N �/ ., o Z Z FJL J° :ri n� QLLI w LL ...., Z'N LL Z 4 z W a of M El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O � Z � O O M Q V U) z 0 Q " u- Lf) U 00 a E� Z WLU J � d- O Z zLn �o w z a <¢ c�¢o0Z U O U Z U Z Q ZR too WZ cc f J J O waa F- T� w o"O Z Zz T ' } O aZ V O 5� LH O —0 O va 3 o Z O � U (yR T J w f ¢�OZ 0 XO� u9m� a L Ly TF N zaO� w Z J Q d- ~moo Z Z Na-0o w J L0 2: Q tii Q Z _0�= R0z8 ~o ao qq- 1,0 Zz aCeZ Unz m (n Z a z rn J ,-I a (n SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 SHEET NO. 1.0 0 in 00 DW �IN n MIRROR O M 0 Ll OWNER'S BATH KITCHEN ISLAND �T�l _ -o - �1T— T — OWNER'S BATH KITCHEN 9--11$' ~ O "' MIRROR - a _oo--��T —L —J j r-- O KITCHEN BATH 2 O 1 F0 0 N 0 c� INTERIOR ELEVATIONS z o 0 -- o Z a z Q o J f`� Z 0 Q� LJJ �o �U _ 0D-v) L LI �. E 0 (n o0 m04 04 LU CNM o(Ua0M O o0 y J✓ LL 00 O fa ^ Y Q V av Q O BD® PE e'R pp up6 !! �•- O1P{p * s c� LO � O 1 u �. D ✓ LL nrWJ MW4W 'M uV LLJ �.` i Z 0 a' Z ., +. Z N rn LL Q LU V°71d i3 lvs,f;'j P4 ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O a� i-+ :E! O > U-)M O M Q U-) Ln a ( L Q L Q ro U ca ,--i 00 z F- Q z § f° WJ CD 0, x O � Z a' p z Qa zQ w ¢ Ce n U0 zow� z =owz J 10-LLI SJ 8 zo w 10wo W oZ z z } Q ao xz I— O rl 5 0 M 0 LU p > q jz U Ln fa Z w LL Zo 0 J ¢her x O oQ {t Tf fV zoa J Q 0 < Q ~Fio Z N N azoo W Ln w 'aLLz Uj G QNr O Y Q Q F W Q Z z a z *k a Ln z o m O �o Q J = a z rn ,-1 a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 SHEET NO. 2.0 0 M NO M. 8"x8" SMOOTH TEXTURES CORBELS - 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5� HEEL 1" x 4" SMOOTH TEXTURED HEAD/BAND _ T.O.M. — HDR HGT. 12 5� 12 u u u u U 3 TAB SHINGLES. ROOF 12 �— - - — r INSTALLED AS PER MANUF. �5 SPECIFICATIONS - 1' 0" --------- -- - - - - - - - - --�- -- -�--- 14'-0" RIDGE VENT FE-1 El Fp--� FL_�] El F7 ",X-- VX9. SMOOTH TEXTURED Ell 1:1 M 1:1 FL-71 F7� FL-7] 0 12 ;Z�5 7'-0" RIDGE VENT 2" PROFILE ELEVATION � DECORATIVE SILL FRONT ELEVATION - B 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — T. T.O.M. N SCALE: 1 /4"=V-0" LEFT ELEVATION - B : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN* (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 186.25 = Amount of D'Hagin Vents Needed UI' z 0 0 — o N z � O J C uJ �V — O LU E 0 (n "o In o For- tLJ a) M CMM F® E ®c0i @ '0 co Ooo f= N I U L LL N Y fn Q- O tr) O V Q rn rn Q o �D-C B D®� r A. ie ��; co m.� (� "' Z� „LIL N 1 CL -� ,a14 m °' ¢' o OR� O Z z m m Qt;CF W To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N O N n t--r :a_+ p I>i U M O a�fOL0 QL_ I� Ln c" f. - . M C(_U Q00 a E `a z WLLJ J C:) d" OZ = O Q z a f 4 F W ejQ-a 00 Z OE U z UJ w O 0 W z �(�7 W J FL 2' 00- 0 O cc O W !} LU cc Fwo O V, W Z o 7z JJ T W -w z O _00 � 4 3 fo M F > C:z M8 O U (n ru Q �¢ aoOZ 0 J z O W 2On V J N r1 m Zwoa J lwcLJL Q Q uJ Q F � Q $w Z Z N W Wa R �a-0 J di 57 owo i x a 0 Q Q�z *k Z a Z J ° m O g = Qz rn ---i a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION No' 10 SHEET NO. 3.1 0 00 c a 1 " x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH TEXTURES CORBELS Tt7M — off 12 5� 12 T-0" RIDGE VENT 5 EXTENDED OVERHANG TO BE CENTERED — ON DOOR 14'-0" RIDGE VENT 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ----------------- TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 REAR ELEVATION - B. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. — — T — — SPECIFICATIONS T.O.M. —--------- HDR HGT. 1'-0° —V-0" -- —— — — — — — — — — --------------------------------------------- ---------- ------------------ 01 1'-0" TEXTURED CEMENTICIOUS 2'-0" TEXTURED FINISH ON C.M.U. 0 CEMENTICIOUS (TYP') p FINISH ON C.M.U. (TYP.) R FL. +3" SMOOTH TEXTURED BAND RIGHT ELEVATION - B SCALE: 1/4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION "G.C. VERIFY ROOF PITCH" ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. "ELECTRICAL SPECIFICATION NOTES" ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft Soffit Needed) x 7 = (Sq. In. Needed) 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 0 O — o 0 Z s° z� Q O co z O Q) C (DIM w U — O W I— E 0 mr w m m F- E —coi m-0M N Oo0 = cD U t ILL 00 0 i m �c U)o0 rn 0 v o Q rn -ItCL �- rnQ o A B D® N C B D C ! .`` sE.f N 'cc LO o \7-0) `, "' N •° Wit_ Z s� � m . W= N �a a. ° LIE zi0 `m�=° : J>rn oV¢ .w o 0z O r•.. LL 04 CNI W es f#t611�< To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z t'V O a� 1'-1 4—J C:) C:) M 1> a�� z C) Q LL fl" QU 00 Z W O W J� 0z �0 32 w z a �//�� VJ f ~ z � Q Q. a Oz00 z _ U z Q =owz <Lu T� > W pwo W mZo J oZ z z w yo az T� � g 1---0 0 d M U) n3 o O > C:Z J Q fu Lu oz a �Y0 0 W Wood a *k N z�� Lu - Qg1--2o Z N Woo �dWoZ w J Lf) r--I W aLL2, v> o 8 CW G Q w O Y H M W Q Z Z1,0 Q�Z Cy M ^ z T tu— U z J O �T LJ LL U SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION No' 10 SHEET NO. 3.2 ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #15 copper to lights & outlets #12 copper to 20 amp ckts #10-2 copper to WH #10-3copper to Dryer MO2/0 or 4I0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING 44 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 08, 250.94 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 PqF DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET I DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET $ WALL SWITCH 'll THREE-WAY SWITCH ?4 FOUR-WAY SWITCH R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ;Q EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) El PUSHBUTTON SWITCH (OPTIONAL) @)SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT �]M ELECTRIC METER ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR C J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT u I OWNER'S SWI ITE T `Z,\ / / ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 1 FAMILY RM , / G J ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE AllCAFE PE /FEN • - - • • . �b . �•� 10 III y' 111 111 /I♦��11111�1�������1�11�1111111��11��11111�111�a1111��1���11♦I • fill . . - •' '• I OPT. REF. -rt RECEPT. FOR ALARM SYSTEM n BEDROOM 2 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRED / VERIFY METER LOCATION WITH BUILDER H.B. IRRIGATION VERIFY LOCATION GFI @ 44" A.F.F. Dw ELECTRICAL PANEL O I I I 2 CAR GARAGE I I GFI FOR GAR. DOOM GFI GFI @ 44" A.F.F. I I I _ I I 11 I l / / I I I / L — — — — — — — — — — — — GFI @ 44" A A.F.F. I ENTRY I I WP C.M / • • url BEDROOM 3/ BEDROOM 4 ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE ROUGH -IN FOR I OPT. CLG. FAN/ I \ LIGHT PRE -WIRE i \ VP .4k MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" 0 (D Z M O — o z(0 z� Q a O Q) N LJJ Q •f j O w I [,. E 0 I ^ v op �I v M V LU N Ct f6 coI— E — U Rig to '10m 0 N OO 0 Ua) = LL co I CY 0o-o OV Q rn to rn Q o A I B D® N( B D C XC N M NL0 CJ co � N N ° GV o 0 Z Z z° �ZW.:3 N �� L 0?w (7 O _ N ,Y0 Q W v N � w LU W QL LL �o � Z � Z0 � � �-°�< o = LLM C\l 0 Z z mm W O N � O Cl) J LLJ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z 0 N f� 0 i>—i M O a rZ, � U_ Q Z� a �U pp�p Q E � Z § ro Z WJ � F- Oz �o w Z ;Q <¢ Z Q w a a O J Z0w0� = a W Z �c�w J J TI Q U OVWF-N W o Z z z /V� V, ao ZZ } T� z L U 3 fo M w S Q s L ` I i� O J U /^(�� O w o 0 o¢oa fV QZw Z J I � ILL! cl < �< Q -B.o Z N �o,�o Z Lr) QE= J c� G LiJ Q o W o O Y 4 aF /yam 00 d- Q Z Q�Z l0 z a� ���� VJ 4Z J = O �Ln a Z LJ SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 10 SHEET NO. 4.0 VENTED SOFFIT 46 SQ. FT. VENTED SOFFIT 58 SQ. FT. .............................................................................................................:':`:........................................................................................................ ...:..............................................................................................................................................................................................................:: . t'. t'. E E'. t'. :12�5 SLOPE ZONE-1 ATTIC SPACE 2377 SQ. FT. ;Go :0 04 ......:::::::::::::::::::::: .�................... 5:12 ' . . ' . ' ' ' ' . VENTED SOFFIT 21 SQ. FT. H > 6...................� u_ I GE O O ... ...........01110 ............... Dc 14'-0' RIDGE VENT ti ,Q�v � •,o N T-0' RIDGE VENT ...................................::.... RIDGE 5:12 SLOLu P VENTED SOFFIT 67 SQ. FT. ATTIC VENTILATION CALCULATIONS - B ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of o f vented INof of ventilation to SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation. vented be provided Ventilation Ventilation (See Elev ) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" I G" FIRE PROTECTION WILL BE INSTALLED AS REQUIRED BY SECTION R302 OF THE FBC 5th EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT VENTED SOFFIT 19 SQ. FT. 5:12 SLOP !i VENTED SOFFIT 24 SQ. FT. 8 ROOF PLAN SCALE: %4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion o the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. **CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be 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 / SO. FT. *If not enough vented soffit is provided due to fire protection, the contractor shall use the following approved vents: • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. *'Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ, IN. OF NET FREE AREA / VENT ' Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed 0 0 z� <C J Z Ul cn w M_ C)�U — OLU ulOf E 0 �p c/i F__ (6 2 m r U w a)M co C� co Cl) I--- O — U f6 d M 04 O o0 = a; aim a) Uo ,=u_ro '5 ctj II �Qt- Lo o'T Qrn Q rnQo AI N C B D C .. rn 04LO �., .6 v f ^�Aly_ cO LO I1 Z c z t CIO M.. l kh u W > LL cR i e a ~ ° W &�z °'• 4 Z . Z QcQ Q o c7 W O C)iE �U Of W U 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 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 1­4 4_' Go M O r> —r M 0 Ln Q t2 � Q ILL F_.; CL M tY U Q E (0 Z J W � d' oZ xo z a LLJ za �a w Z r 0- �ZU0 U Z U Z C=7 p W Z O W 0 J a O 10 w 0 8 L w N W co z0 O Z zz Y O az ,--I p fu M s C: O Q �¢ v (J) (o ILL_ ULLI o� < OXOV ¢� *k fV ^ Cr z 0 w ra Q a ~g F- Z 0 Z N o, o W � �o� �¢LL� cWc G W Q o W U w� H M W ko Q z Z Ce z *k a Z J 0 m C) ko g = < z uJ rn ,--1 a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO' 10 SHEET NO. 5.0 tZ c it d V-6" 5-7$' 6._4a 6'-0" TYP @ 1 STORY U.N.O. A S3 6'-0" 6'-0" H.B. T-O" 1'-4" T-10" ................................ ...... .................................... ........_........................I o0 P7� BUILDER TO 12'-1" W.H. PROVIDE APPLIANCE (2) #5 REBAR O „ 0--0" I I PROTECTION WHEN. D I VERTICALS ■' I I: FILLED CELL :: PER FBC • 35'-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. OP SLAB FOR HERNANDO `n ? I : K N J -v COUNTY ONLY r S3 I ' S3 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2'-74' 4'-OZ" 5'-62" VAPOR BARRIER — CJ GJ CJ I o io Ir o, - T - - - M 5-3" 1'-10" 3'-6" N I. O N CID ...............:: O I: 00 I PT. OPT. D I ; -3 1/2" M ; G 2'-6"x2'-6"X1'-O" FTG _ _ _ _ _ _ W/ (3) #5 E.W. S3 T-5" SLOPE 7'-1" (2) #5 REBAR 2'-6" x 2'-6" x 1'-O" N AHLI I VERTICALS w/ in W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. I I K CC I S3 S3 ici Z. FILLED CELL I - 60 T S3 •/ J - - - CJ - - - I - - - - 128 128 ■ 5'-0' 80 2'-6"x2'-6"X1'-O" FTG I W/ (3) #5 E.W. INDICATES FILLED CELL w/ 3000 PSI i PROVIDE %" x 9" M CONC. GROUT FROM FT. TOBEAMi RECESS FOR FRT. OOR I -4„ I SLOPE I L S3 _ o "' W/ (1) #5 REBAR VERT ABOVE SLAB i � 4,_0,� 4,��� 4'_6�. TYP @ ALL PLACES SHOWN HVAC CHASE TOP OF CONC./ PAVER T BE4" ' BASED ON 0'-0" ■ HOOKED FTG. DOWELS 5" E BED BELOW FIN. FLR. :::::::...: ■ ■ W/ 25" EXT. ABOVE SLAB "GF ADE 40 i i LOCATION ..:::::::::::::::::::::::::::::::: ::::::::::: . ... ..... STEEL" ........... _ .................. . 4'-0" • t„ in STEPS AS PROVIDE 1 Y2" RECESS REQUIRED PER FIELD CONDITIONS I FOR SGD. REFER TO KITCHEN ISLAND : : MASON'S SLOPE FOR OPT. " """"""""" �� LOW WALLS WIDTH - - - - - - iCj: 10'-10- 4 ■ : i CJ r l CJ REF. CJ - I I ■ - __ __ -- - - - - - - - - o TYP @ 1 j�---CHASE TO ISLAND : ° ° j �0 t I II it STORY U.N.O. - o S3 I D.W. o / :: r :: Ilj °°10 LO SINK / DISP 16'-0" 6'-10" :: :: 0'-0. / t i / M o q COND.� I/ I .. t I /.. ............. .� ............. ... ......� .............■ �....... Nj.............. �........,........�. �... ■ �............ �. � H.B., 5'-4" TYP @ 1 STORY U.N.O. A S3 1-98 , 3-28L . , 2-1045-114" 5-0" 5'-10" 3-10" 66L-----54„ FOUNDATION PLAN SCALE: %4"=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUTx 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN v w LU U) d CONTROL JOINT DETAIL SCALE:1 1 /2"=1'-0" :,- #5 CONT REINF. SEE FND. FOR QUANTITY #5 X 25" X 25" CORNER ' BAR ONE FOR EA. �'. HORIZ. REBAR, TYP. . • ";',• ; U.N.O. "`Alternate: The reinf. bars shall be cont. around comer by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"= V-0" � r zoOz� z a0 J O cD ncn cn w �U — O w E E 0 Ul) (� 0 0 m w �-- E c'cuc) m '0 N — 0 O o 0 = ai UCU s LL 00 a ao 0 Y Qm u7 V rn0. ¢0 A1 H.CB°° i P r' ^�N Y �Qf Q #L °`sl••• . J "> N ` J 0 z rl" .F3 QcVi" LLLU O 4. A{� To the best of the Engineer's knowledge, information❑ and❑ belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z 0 ate.+ Q =3 1,0 M O Q U) z u) 2 Q z 0� U a E� Z WJ C:) d" oz �o w za �a r Z LLI UZ8° z W w W J �owz r—I Z o CD W , " w 0 FWo o= Z Z Q¢ }o z Z �� fu M Z:) o 0 O LL Z U cn M O Z O J o� < �4 0 .j ( xo8 a a N oaaoa w a < Q q. ~F�o Z N Z �o,-o F- LU 1 Y ^ 1 ¢w� =�j-_ LU G Q O Y 4 W H F W d" Q Z Ce <WZ k Z t gLn m g = J Z <z LU SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 SHEET NO. 6.0 51 (2) 2) A flEl A 1 U -0 J1 CJ1 � LO U CJ3 Cl) U In CJ3 CJ5 EJ7 EJ7 EJ7 EJ7 S3 EJ7 ;; EJ7 2 () X EJ7 :: ... ... ... ... ... ... 11 11 EJ7 • EJ7A ; : 11 1 1 1 1 I EJ7 EJ7A A ............ . . ........ 1 1 1 7 I EJ7 33 L EJ7A ¢ G1 EJ7A .. .'... .'... ..'.'• • ..'. T N U J11 U . • • ... . • ... ... • I EJ7A Cry (2 CJ31 EJ51 _ EJ7A U EJ7A ' U ' :7 •GJ•3 ' EJ7A .... .... ... o. ERB :: L EJ5 EJ5 EJ7B CJ5B •• EJ5 n. CJ3A Q U `n U a rn Q a Ln Q Q Q Q ; Q ¢ Q ¢ r a ;; a ¢ ¢ < ao a a o :� m m U U U U CJ3 U COND. IA CJ1 a . UA= U (2) A (2) (2) A S3 A A UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 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 1 112" RT16A 1380 1160 9-10d X 1 1/2% 8-1Od H HTT4 3610 3105 5/8" ANCH. / 18 10dx1-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 5/8" ANCH. / 26 1061-1/2" 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 HD5B * 4505 378 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD713 * 6645 5650 7/8"ANCH. 3/4" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 -10d P HUS26 1 1550/3335 ** 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-1Od x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS ^X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 -10d HC 2 1 645 555 1 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS + +) (B) B) (A) (+ 1 OR 2 PLY 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 OIR CONT LEDGER A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5'-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DE I AILS 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"=V-0" Q� z M 0 O — o z� z� Q J coz O cn i—� w nU — 0 W V) = 1 E o r^ � M v , r- O 0 U �M LU EO c m MD M Ri— U o O o 0 = a> a) Uaoi �cLL00 :5 00 Y moo u7 O 't o Q rn o. 1- M Q o A1 ncaDc "Fri F, to Iur�l 13L IF, 8 ,' W�'yl > N- LL. al W ° ¢ LL _ w Z p co ('� �c NONI� �1n 7sy M LL LLI To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O � Z O 4-J I>-IO M -0 Q a- cn 'L.. V_ U_ L2' M oC U 170 Z 3i E (O W J oZ o a z a r~ z LU U Z 8,0 �< Cl Cr Q I..L 0 W Z J F- zOV W `1W wo F o0 zz }o �- aE f F T—I g z O -0 LL D ro M 8 O C: O J Q U i7i (u JLu LL LL o� aRz 0 c:. O U .2 m rZa a N A � wy 0 J LL on W 0 Q Q, IW - Z Z N Wo,u-o aWo� W J Lri �y�c W =¢LL8 �,owo G Q O Y a Q 1­- 0W Q Z F 0 <� *k Z a Z m rn Q J = �a < z ,--I a Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 2,.0 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 L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10. Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11, The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load / . 0 Safe vertical load Safe horizontal load \_ GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE—CRETE, QUALITY O O O O 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T © © O O O, O 89F14-1B/1T 8RF14-0B/1T 8F44 1 B/1 T 8F40 1 B/1T 8RF40 0B/1T 8F321 B/1T TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY i QJ W F 6F 16— 6/1 T n O ZD tNOMINAL,QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- o HEIGHT MATERIALS cif` preca�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. •�� O O O O 8F16-0B/1T 8F16-1B/1T © ® 0 8 2%0-0BT 8F20.1B/11T 8F20-1B-2T MEMO on 00 an 18 00 0 #5 IN. MIN. TTOP (1) REQ'D -1/2„ CLEAR ALTERNATE POWERS STEEL LINTEL G e O °e 4 ° .M.U. #5 REBAR AT TOP a ° e MIN. (1) REQ'D Q D 1-1/2" CLEAR e a ° GROUT J = Q L n J ❑ cn r Q C.M.U. e 5 REBAR AT = - w a ° O BOTTOM OF vim) P ',*-BOTTOM LINTEL CAVITY o V a rn uJ \ ouXJUOZ " Lnn REINFORCING ¢ ¢ (7 M 1 5/8"ACTUAL PROVIDED IN LINTEL z p w_ ¢ ao a 3- D D �, lo 5 REBAR AT BOTTOh OMINAL WIDTH (VARIES) r~n a �o � AS INDICATED a 16 GAUGE POWERS STEEL BOXED LINTEL 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) 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 O O 4'-6" LL 4'-6" LL O 6-10" LL LINTEL PLAN SCALE: %4"=1'-0" O z M 0 — o Z CO Z Q 0 W cn i--� UJ - �UI- 0 LLI N r,*1 E 0 w "'o o tV U l Ll a)M C: (o CO I— E — cu-0m p o 0 U = a) U� L LL 00 cu �o U)ao Q U,Q.T o A ' B D® N C B D C 'jerk' �I ' K $-,J i o ca LL Ci 7. 19- ,bd W co D O ..." N Y;�.1)� ✓y �1 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O 0) N f-'t d--) O > M O (n - Q -`r) Q n U C 0000 Q Z fu WJ C:) F- oz �O w� zd f Li¢C�M Z 0U O U Z Z Q = p W Z f J 8w" mz0 O Z z Z ro ¢z E l� a O D � M z g J Z O J< w oz �6P xo6 O. z U°mn N J Z¢o¢ <;� Q ��Zo Z Z N o,o w , W J L r) rl LLI 2:Q LI = �' it o Z ; 0Qa w �- F- 00 Nr Q Z Z a z *k W g Z J 0 `o g = a z US rn SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO- 2111110 SHEET NO. 8.0 a?d 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, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WO ODS 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 CORROSION. FOR - - 0 S AT RESIST CORROS 0 0 EXAMPLE, ACQ-C, ACQ D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y INCHES (38 MM) IN HEIGHT, 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 1.1.1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TR11-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ed. (2014) AND FLORIDA BUILDING CODE 5th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3. 2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS REACTIONS AND REQUIREMENTS, RE UIREMENTS AND CONNECTIONS TO BEARING POINTS BRACING , 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 ed. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3.3.1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4. 1. 5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-I-P CONCRETE EXPOSED TO EXTERIOR C-I-P CONCRETE NOT EXPOSED: 1 2" GROUT FILLED MASONRY: 4. 1. 7. WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. MODULES OF CONCRETE TYPE MIN. 28 DAY ELASTICITY DESIGN (fc) DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 WI 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 II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER: 4.4. 1.1. INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4.3. A PLYWOOD USED FO ALL P 0 INTERIOR APPLICATIONS SUCH AS SUB FLOORING AND R 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 EN TRUSSES ARE CALLED FOR ON THE PLANS THE ENGINEERED U SSE S MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH, FIRST 2 LAYERS 318" 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 ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent slppn which identifies the termite treatment provider and need for re -inspection a, treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall not be installed wi hin V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment is required. 9. must be 8.1.5remo- d %?reee ov rpo soa d mortar along the foundation perimeter 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 = II DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 5-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. 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 RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1 8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Z M O z� Q Oa. Z cV), cD W css �U - 0 tU � � l E 0 Mo (6 o o t` U R LJ N M c c6 M 0- E ® 0 Ri "0 M p o 0 U LL00 0U) �Y o 0 to O d rn rn Q o A' - BD. N C B D C Xj 11 .taW r cc tto atio.e I,ffj to rn - co i Pv N C,i�i CV to a�r"� Z mom. z •- 1-, uo v �_I °N(q� r ,� Wp� 0�zW' ' .oLL n14o E nr� I. ta[�,` a� ae. xs°tck` To the best of the Engineer's kn.ai6j�,'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 a� �--{ 4 -+ O M O i>-i Q t- "(U Lt) •� d- Z a v) In a) Ln ILL F- Q U Z a r' E� tO Z W� J� 0 Z �o 3:2 Co Z 2 Z fa r~ w�¢�Q U48O Z Ow w = owZ LLj T� (� W mz0 ~ W w ZZ Z Z 0 a Z X r Z O -a z Z M �E I Q S S� L ` Q O Ui M J OLL pz F ' ` f U r x06 O; H V 2 m n a (V ^ Cf) Zaoa W Q J � Q F Q w g�u,o Z N o, o W J L0 di Oz W � o LLJ� G Q o Z ¢ 8 M 00 d- Q Z Z QWZ a� g = ¢ Z SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION NO. 10 SHEET NO. SN CORNER OF HOME GARAGE SIDE J ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE 0_1 J 15/32" CDX Clo PLYWOOD OR 7/16" OSB 4- 4- 4- RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH ON SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + +++ Z++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x 1-1 /8" or two 1 /2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1 /8" or two 1 /2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _ lumber DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) ° Filler blocking + 1/8" gap FILL CELL STD. 900 HOOK BOND BEAM uu . . ............ ...... a STD.90° CONT. #5 CONT. #5 HOOK BAR BAR #5 CONT. .... FROM NDATION TOHIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN PLYWOOD FLOOR SEE PLAN FOR REQ'D SHEATHING PER PLAN COLUMN AND CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH # OF 2nd FLOOR Solid block all posts from STUDS above to bearing below. SECTION @ INT. BRG. WALL N.T.S. 1/8" min. }Small gap 2" min. 2" max. � 4 max. I Clinch nails when possible , 1) Support back of web during nailing to prevent damage to'Rr/ 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/Plywood/OSB web stiffener — 2" min. 4) Place joists together and nail from each side with 2 rows of 10d nails 4" max Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d BCI6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d ! 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d required when Indicated or 2x-: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing t. WEB STIFFENER DOUBLE JOIST CONNECTION top irdsmouth cuts. - Birdsmouth cuts. N.T.S. - Under 2nd floor cnlumn w/ Inads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack * over squash=20 blocks and Non -stacking walls require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or--20 sinker '� lateral load. nail each side 10 -0 at bearing. TANK -LESS W/H H C G 00 O 5'-0" - STUB -OUT FOR 1 �_��� o 0 0 LO GAS METER O U � U O o CV _ • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL **ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY** RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. 7'-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2) 16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3) 16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2) 16d TOENAILS 2" X 6" @ 24" O.C. 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. 15'-4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block (2x4 minimum) Bearing wall, Versa -Lam LVL or Glulam Beam KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls / Provide adequate bearing for each lapped joist. 10d nails SECTION @ INT. BRG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) higher than 15001b BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : - for vertical load transfer when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or Plumbing beam below Load bearing wall must stack over blocking and wall or beam below.* It Joist �When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — to mm t 6" A 1Y2" ROUND HOLE MAY 6" 6" 0 NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1%" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1%" 8 T-a' I -fi'" 1'-2' fi '" 1''-3'" V-3" I'-7"" fi"-'f 1-. 4„" 2-9� 5 . S� _7.�" __ _ Any 10 j of st fit fi -0" fig_ ' .1„ 2 fi 2:�" T-3' 1'-9' 24' 2,-11 " S�_7. 4. 2. 4-9' 6-4 - — - - fi 2"- fi' 7' 2'-9' 3 2 S'-fi0" 4'- 5'-7 f'41 7 2" M I T2 1 2" 2'-0'" 3'-0 4 0 ' -fi!" fi. " NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7.1%" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1%" KNOCKOUT HOLES TURNED WITHER UP OR DOWN. 9. THIS TABLE WAS DESIGNED TO APPLY TO THE DESIGN TO APPLY TO THE DESIGN CONDITIONS COVERED BY TABLES ELSEWHERE IN HIS PUBLICATION. USE THE BC CALC SOFTWARE TO CHECK OTHER HOLE SIZES OR HOLES UNDER OTHER DESIGN CONDITIONS. IT MAY BE POSSIBLE TO EXCEED THE LIMITATIONS OF THIS TABLE BY ANALYZING A SPECIFIC APPLICATION WITH THE BC CALC SOFTWARE. HOLE CUTTING CHART N.T.S. up to 3 to avoid vertical plumbing 3" max JOISTS OFFSET N.T.S. Joist hanger Ui M 5/8" I THE BOL R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) =rl I II II I ICI I II I� I I I Nail with 10-10d nails. Install tight to top flange. SLEEVE THRU STEM d SEE PLAN FOR °. a .. FOUNDATION INFO a " d' STEM FOUNDATION \ Filler block. \\ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap - Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN /ill, t,nmoC i+ rv%, SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4' 0" CENETERED @ PIPE PENETRATION G T f1=1 -� PLUMBING LINE �— PVC OR SCH40 SLEEVE r — d d. I , II a_: . I�� II ��- ; III—�' L— SEE FND. PLN. SIZE & REINF. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0" CENETERED @ PIPE—\ PENETRATION PVC OR SCH40 SLEEVE r-PLUMBING LINE d L d i ° •d ' d coz •°• • -/ SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE d d° L -i I I -III -I hF I I- i d III= �111 'T d SEE FND. PLN. SIZE & REINF. (� z — o (0 z� z� Q ❑J cn 4-1 w C) U - O u.a D_' E o ^ ( v 1 (� O M o m U W N a) M C) C', C) F— O aim — 0 M _0 Cl) N O o 0 _ 4) v =LL00 a)m CY o o rn ov Qrn rnQo AI B D. N C B D C If FQpre^;:npR CO 0 O co 0 N Qs Y ��;f� x0 N (� y to PISt,3 ,�- � w °�Z El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z No � CD -4' l>—i t) M MC:) aU'roIn d (n •i d' Q � LL � Q el cl�Q V Q00 § Z � WJ 110 3� Lo z a <a F- wa�X V Z 00 Zawo_ Z Q VZZ C70�Z ul r� ow W d' u w F W o z zz ro aw r-I Z 5 z O -0v) 3: M .� T 8 Q Q Ov (n ru J OLL PR O J N; Y Woo N n Cn W�Za < a d- N � W�o z z N CD �ao� w Lr) ,-i LLi = Q LL = Ln o g Iii 2: Q W �"` 00 Q Z~O Q�Z Z a z J m � k6 � 2 a z ,--I 0_ V) SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 10 SHEET NO. SN 1 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 1/2 HIGH STRENGTH (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END 2-16d TOE NAILS @ EACH END . (U.N.O (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 WHEN S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. (1) ROW 2x BLOCKING @ MID CONNECTOR 2x #2 SPF STUDS HGT. FOR WALL HGT, <_ V-6". (2) 1/2" CDX PLYWOOD OR 7/16" O.S.B. — @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd FITS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". SHEATHING REQ'D. FOR ALL EXTERIOR OR SHEAR WALLS AS 1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd FITS 1) ROW 2x BLOCKING @MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". FOR WALL HGT. > 8'4". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. z 3/8" MORTAR BETWEEN SHEATHING W/ 8d COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ EDGES, AND @ 12" O.C. @ FIELD NSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 2x P.T. PLATE 1/4" DIA. X 3 1/4" TAPCONS @ 24" 0/C & SLAB & BLOCK "J" SP SPT22 CONNECTOR 10 5/8"° x " "J" BOLT 24" O.C. W/ SP SPT22 CONNECTOR @ @ 6" MAX FROM END OF 2 x PLATE 5/8"x 10" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) (1) LAYER TYPE II #30 ( ) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 CHAIRS (TYP.) r "' " 2"°x3/16" PLATE WASHER (TYP.) (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 WWF OR FIBERMESH ELEV. 0'-0" O.C. OR 5/8"x10' WEDGE ANCHORO.C. x6W1.4xW1.4 x OR 5/8 10 WEDGE ANCHOR 6x6W1.4xW1.4 D ° • ... . " ° ROOF PITCH 012 & (2) LAYERS a ° a ° .. A.F.F. 2„ @ 24 O.C.) WW F OR FIBERMESH @24"O.C.) 2„ WWF OR FIBERMESH TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT FOR ROOF _III—III=III=I m . a D D' = I=_ —_— D I -1 I I —I I I L I i l l l--ll—J 1= ' ° ° A °. A ° _ 4 O ELEV.-0'-31/2" z 31/2"MIN. 3 1/2"MIN. 3 FOR UNDERLAYMENT REQUIREMENTS SEE R905. PITCH 4:s12. _ I —III —III —I I • I I=1 11=111 1 I 1-1 ' 1= — — D ° - - I I a ° ° ° ° ° ° ° ° ° ° 4 °. ° 2x4 CONT. a O A.F.F. O b D _ ° D , _ 6 PRE ENGINEERED WOOD TRUSS 24" O.C. U.N.O. @ —I LI ; I I II I—� _ _ _ — — — - - —,III—III—III— ;I �111=L III=III III I ° . ° .. ° ° ° ° ° ° ° ° a ° a. t� N _ — — — — D P I „ ° I I I —I I I=III=1 3 1/2"(min.)- 4 • I = I =1l I „ _ ° III=1 I I=I�, 3 1/2 (min.)- 4" °° •_ I I Ii l l- — — — D P •' , 12 (TYP.) VARIES HURRICANE ANCHOR @EACH TRUSS (SEE UPLIFT SCHED.) W/ ,LI1 .Lll=11 ;I -III=-1=1—III— I I=III=1 = I I III I I I I 8" I— � a. � ° 1° °... ° ° .. � . °. P a GARAGE DEPTH VARIES ° ° •• _• „ _ �111= 3 1/2 (min. 4 IJ I I I I I1 I I I — — — — =I —III- I I=III I I=I IW I=I I I I=I I I I _ ;, _ — 3 1/2"(min.) 4 I I = I I II � 11 I- METAL PL. UNDER EA. TRUSS ° ° ° ° 11 111= I I —I 111 I —I I —III- MOISTURE BARRIER TYPICAL INTERIOR BEARING °.. a ° g . . (2 #5 CONT. ) 411-411—I =JJ-1 I III 8 �1LI� — (2)#5 ONT. MIN, INSU ION LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG GARAGE SLAB AT STEP 6 U.N.O. TYPICAL BEARING WALL MIN. STEP SHEARWALL C U N.O. TYPICAL BEARING WALL @ STEP CC NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4 -1 0 „ ,- „ S3 SCALE: 3/4 -1 0 „ S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB INFORMATION. - STRENGTH CEILING ALUMINUM DRIP coN��N�oU��l EDGE BOARD PER CODE (OR 5/8" GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING oS�cU� W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C ABOVE) W/DRYWALL EE SOFFIT 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. JM SCREWS 7" O.C. @ SHEET LOAD BEARING OR 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. �o MAN ors 1 ROW 2x BLOCKING MID HGT. () @ CEILING & 8" O.C. WALLS EXTERIOR WALL 8" C.M.U. (2) ROWS OF 2x BLOCKING @ - 2x STUDS 16 @ " O/C coN FOR WALL HGT. <_ 8'-6". (2) INSULATION PER 8"x8"X16" KNOCK -OUT BLOCK W/ 1#5 CONT. 1 x P.T. STUD THIRD POINTS ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR ROWS 2x BLOCKING@ 3rd PTS FOR WALL HGT. > 8 6 . CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @GARAGE SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR � � �� 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. NAILER 8" C.M.U. TYPICAL BOLT INFO. 5/8 x6 J BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8"THICK. K.O. BLOCK 5/8"" EXPANSION BOLT @24 " O.C. STD. 90'HOOK (SEE DETAIL) (IF NO UP LIFT ON @ 24" O.C. VERT. OR 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7" EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3 (6)1/4"x31/4" TAPCONS MIN. 2500 PSI CONCRETE SLAB W/ 2X P.T. PLATE 3500#, MIN. TENSION 2600#) SPACE ANCHOR E * USP SPT22 TYP. SPACED EVENLY 6x6W1.4xW1.4WWFOR 20" MIN. LAP 24" MIN. LAP [ I #5 REINFORCING „ BOLTS 6 MAX FROM 6 x 6 W1.4 x W1.4 iv 2x P.T. PLATE FIBERMESH WEEP SCREED INSTALLED BAR w END OF 2" x PLATE WWF OR FIBERMESH M 1x2 PT WD FURRING @ 24" O.C. ARCHITECTURAL FINISH ASSUMED FINISHED GRADE � E CZ i t. , A .. V D D' PER MANUF. Z #3 & #4 LAP #3 OR #4 REINFORCING BAR SPLICE GRADE40 MIN. Fy=40ksi w W D ° D• . a - —III—III—I 11 m 1/2" GYPSUM WALLBOARD RL (1) #5 VERT. IN FILL CELLS (SEE MONO OR STEMWALL o ? ,_ ' D M — — — a D • FINISH GRADE [ GRADE 60 MIN. Fy= 60ksi] 25" MIN. LAP [30" MIN. LAP] a W ' D ..D 1=III=III—I I I ' LIB —III —I I- i = _ I-1 I I I �— D_—• III 11==J1— U.N.O. FOUNDATION PLAN FOR LOCATIONS) FOOTING MONO SHOWN o o p o0 FOR CLARITY o > D o o =III=) = 1=III=III=� — D D ° 6 MIL VAPOR BARRIER ,, i III 11 ° I I i _ 0o ---- I I—J1—I I I II -I I W �1=s - z r w R 1 7/8„ #5 REINFORCING BAR I I Ill l I I 11�= I I— I III-1=I I I —III I I=�— III I I=1-I I WI I III=I I I I- 1x4 P.T. BASE NAILER 4 INSPECTION p 0 o I I I=I I I —I I I_I I I=1 19 I I- z =I I I I I D• I I I=1T_I=I I i—I I I-1 I I- N M I I=III=III-III #5 LAP SPLICE , (2) #5 CONT.I- x4 .. 1_111_1 NOTE: 4 I I=I I I I -I I I= • I I II ° �I I I= III=L=� 1 ON 3" CHAIRS l�n 31/4" BASEBOARD PORT AT EACH g III—III—III=III—III— *FOR BEARING WALL — CV I-1 (= I 1 I _i r D . COMP. SOIL. (COMPACTED TO -I I _ _ _ 36" MIN. LAP [36" MIN. LAP] 8„ i $„ (TYP.) MIN. 2500 PSI CONC. SLAB FILLED CELL TYPICAL =I W/UPLIFT ONLY III=1=I=1 =1 1=1 =1 1=III=1—I I—III=III=I -I -I i- __ 1=1 1=I 95% MODIFIED PROCTOR ASTM 11 I -III- I I-III=I D1557) LLI III=III=III=III I I=I I 1 I J-111_—I 10" MIN PSI MAY VARY PER M AT GARAGE CONTRACTOR cn TO CUT BLOCK OR POUR =1- —III=III III=III=III= =III= =III= ,III = = — 4" I I —I I i�—I I —III I I #6 REINFORCING BAR #5 STD. 90 HCJOK MUNICIPALITY. I= I -I I_-1 1=1 1=I=1 1=III=III-- III -1 I_ I i I #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE -' --i i- - '= CONCRETE SLABW/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS F WALL W/UPLIFT G 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"=T-0" S3 a SLAB INFORMATION. SLAB INFORMATION. Cn =III=III',1 I ° I Z00 6 x 6 W1.4 x W1.4 6 MIL VAPOR DPI I I = = z � 31/2" 4 WWF OR FIBERMESH I I I min.) BARRIER D• D • 4 I I N ° �r GRADE I COMP. SOIL. ° _ a -_ _- - __ -_ -_ __ - •.a - - p (COMPACTED TO 95 /o —1 I I - I I=� I I= III III I III — —III III III _-_ - -_ _ _ - III I' MODIFIED PROCTOR -III -I ASTM D1557) 7-1 =1=- -_ —_ S1) REEN ENCLOSURE 11=1 I I=1 I I— I I— I I=Tll= 11= �I—I, I-- —III '� _I I11- 3" MIN. cLR. 14 III I I I— ' (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) TYPICAL WALL SECTION A GYP. BD. P.T. 2x 1 TYPICAL THICKENED SLAB EDGE L H 2„ HOLD GYP. BD. SCALE: 3/4 - 1-0 S3 1/2" FROM SLAB SCALE: 3/4"=V-0" S3 CONT. BEAD SEALANT • ¢ BLOCK WALL BEYOND INTERIOR 2X STUDS @ 24" O.C. U.N.O. EXPANSION JOINT ° • a • -31/2" VARIES MASONRY WALL AND OPT: DEPRESS SLAB 5 2" DEEP AND 6" BEYOND DOOR TO BLOCK WALL BEYOND 13' O.H.D. RECESS c GARAGE 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 - _ PAD FOOTING RECEIVE PAVERS / DRIVEWAY CONCRETE SLAB CONCRETE NAILS W 1 1/2 1/2" GYPSUM WALLBOARD U.N.O. S.G.D. (U.N.O.) WWF OR FIBERMESH N '- E `o 8" MASONRY WALL EXTEND FILL CELLS 14" O.H.D. RECESS _ r '• ,_+ y'—I `� EMBEDMENT 12" O.C. @ W/ DRYWALL SCREWS @ 8"O.C. INSULATION PER CHART TO FOUNDATION PAD a PAVERS z d .' d a' STAGGERED, FROM BOTTOM 4 CONT. FOOTING STEEL MAT REINFORCING. T M ••' ' a' ' ` ' -. I =• ----- I I-- PLATE TO CONCRETE SHEAR 180#MIN. ON FLOOR PLAN CONT. BEAD SEALANT ° L—L—III - z a -I I I .•d. . .. ':. • _ — Tr _ oo (MIN. TENSION 120#) CONCRETE SLAB - oo -r —_ —_ — —° a a • a I I= _ I I I I -,I I I III oo GRADE a . .a - -_ -_ — -v I �J1 I I 1=III— -III I III —I I '•' .'. I —_ '.e ''t' '.�' ' J�--� —� as C 6x6W1.4xW1.4 c� a r WWF OR FIBERMESH T M _ E = -I -III IIII , — , I N _ a _ '- II a -_� I a O W Z w i= _ I —III —III —I' 11 _ _ —III—I—I ;III=I -III—III_— I — _ '. � _ M a' M _ a w ..•,..••.•'• _ 1J—I I 1 . ' '•i . — I III I , — I I T —I I d.... ` • I _ _ _ I I II I I I, I _ _ _ N —III— —_— _ III —I ° —_ — — —_ _ _ —III TI I I, I � I— 4LL z a �Q _ _ _ s MIL VAPOR hI — I 1=I .. • I I I I d ..• I I I=1 SEE A/s3 OR J/s6 III I I I I I _ =—I I —I ! —_ —_—I 1=1 1=1 1=1 1=1 1 III_ ,ll 111--III-III , „ ,' ,, SEE A/S3/J/S6 q g III _— FOOTING —I I :'�. "' • I=III- FOR REINF. INFO. 3"MIN. CLEARANCE BARRIER — _ (= =I =III— =� _ FOR REINF. INFO. —1 — —III v = —III=III=III =III III— BEYOND ° • I I=1 , „ 1-4 (1 ST RY) —I I 1 III III —I — OPTION #1 -I — _ —III—IT- PAD REINFORCEMENT �� 3 MIN. CLEARANCE SEE A/S3 OR J/S6 -ITI I =I I� I I III- — I I I I-� 1 1 III- I " 1-8 2 ST R 4" 4" SEE TYP. WALL SECTION FOR ADDITIONAL (SEE SCHEDULE) FOOTING WIDTH FOR REINF. INFO. 3" MIN. CLEARANCE SLAB INFORMATION. SEE SCHEDULE 1'4"(1 STORY) /1'-$"(1 STORY w/DEPRESSED SLAB OPT.) GARAGE DOOR SLAB RECESS J INTERIOR WALL SLAB STEP NON-BRG. K SLAB STEP &RECESS S.G.D. M PATIO COLUMN FTG. DETAIL("N� 1' 8" (2 STOR ) SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" S3 SCALE: 3/4"=1'-0" S3 SCALE: N.T.S. S3 GARAGE DOOR SLAB RECESS J.1 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. U( 'r M O O '- O zCO z� <c OJ z O � nNn , Q) cry w r p .0 w Of E 0 ul o 0 m� U (DM w F— o — 00 C) f9 M 12 2 O 00 U L LL 00 -00 7 CU aoi U O Y <Lm LO Sao A1 B D. v.CB.DC f �s s tya2 a a ,as 5 o cs7 .u���7 to 0 ..•rp � N �w R$NN�' a Z3fl� Py N" La` LLI W New" al i C' En EIJI 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 51h Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing. pages bearing Engineer's signature and seal. O O Z (V � O 4-J F/-I M O M M In a a L ul � Ln Q H [! . e-1 a0- 00 CO E z��" H W J� oZ R W� za <a ~ Cis a 0 0 zgo _ Q zww13� 1�, 1W ��yowz 2 - Q J C 0i J TI J O N W mow° J z Q roZ ¢z 2: O T� g z -p _x ICJ vl3 ' ro M z �o 0 (3) 0 O > C o J Q U (n rO Q 0 L� Lu 0� oz aYro o� O VOa'mc. o. N 1 ` LJ._ Zc. o W z J W Q Q d- < < 2: Z N o,, o W Lei � �CE =, J rl � w Q a� W n0ZLi o �aa 00 *k Q Z Z <�z J p m rn _ aZ ,-i IZ Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 10 SHEET NO. S3 (MONO) \�TYp) SEE ELEV. USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT i 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION \ 2x DEAD WOOD @ MID POINT w/ (3) 12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE —� 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF. #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @MID POINT EVERY OTHER STUD W/ (3) 10d NAILS PLATE W/ (2) 16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90^ HOOK IN K.O. BLOCK Ir KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) -ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION - SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS .1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT J a a a. a 8 STD. 90 HOOK g" LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 64" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION AE NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J c � 'LU FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. �8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL /IF SCALE: N.T.S. 7d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B E BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEELAND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ CL DOOR OPENINGL —1 DOOR OPENING EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. SL� 1L�3�[�Ll�l_1►�i SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) rB@L RUSS BOTTOM CHORD OR 2X4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO OCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END WALL DOOR STOP w a MOLDING J C-) d Q v? a d 2x TOP PLATE GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. P.A.F. NAILS OR 2x P.T. PLATE FPROVIDE EQUAL @ 12" O.C. STAGGERED FROM BOT. SEE A/S3 FOR PLATE TO CONCRETE REINF. INFO. vvvr. i W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 N 2x CRIPPLES @ 16" O.C. W/ (2) 12d TOENAILS T/B USP SPT4 w/ (6) 10dx1%"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"x10" OR GREATER HEADER 1T,(2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '--2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE NP ** HOLD DOWN CONNECTIONS Op�00,Q NOT REQUIRED @ BEARING FN/NG, WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4 -USP SPT4 SPT24 2X STUDS @ 24" O.C. TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL 4 dQ d. G P.T. ATE USP SPT — SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C z:!(TYP) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) ,:DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. /—CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" KING ( ) O/C FIELD 2X4 PT STUDS @ 16" O.C. :BLOC (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS - USP HTA20 @ EA. STUD • MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90* HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. - PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 > NAILS TOTAL) EA. SIDE OF 1 . 48. SPLICE STAGGERED �10d @ 8' 0/C ATTACH ALL J EXTERIOR STUDS W/ (4) 16d TOENAILS T01-bP PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. �4 F= 2240 LBS USP rc Uar or i 4 SPT24 Or Or 14 10c ST M' TRANSOM FRAMING SEE SECTION AA/Si AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SPT4 SP SPT22 USP SPT4 d a . d' d 2X8 P.T. BOTTOM P ATE USP SPT24 NAILED INTO TRANSOM FRAMING USP_ SPT22 USP SPT4 IN 5/8"x10" "J" BOLT @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) P SPT4 2X TOP PLATE OVERLAPPING NAILS @ 6" kGGERED 30LTS @ 24" O.C. kX 2X P.T. PLATE C ROOF TRUSS ABOVE 2X BLOCKING O (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL -10d NAILS @ 4 A 10d NAILS @ 6" O.C. STAGGERED STAGGERED TRANSOM FRAMING 0 o BEYOND. PLYWOOD o E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 a a 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN, 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. UI'� z o — o z N z* Q 1 z co V) (D cn � w p �U — 0 w I- E o II^^ v' � � O M o U WM w F--- O c�MM cu ;a M — O o0 _ U0 � - LL Q 1, Un b Lo1. Q v Q rn Q o AI B Do N.0 B.D.0 ° XCR Ir h�S'caa zd�}. CL1 O) ezaN Z.� '-'� m t„' Z Z J QR'jy^^ 04 ,q¢ , � r�+- IIY" _, aQeLL V_ u EL � in O�i.,k' T• � LL!, �p 9 e W 4 off. N��a«, � a. Q �`� oy .:.spy ° i"2'1 W., r„ 4 1". i To the best of the Engineer's knowledge, information, and beliefI 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. C:)Z ON 0 1� i>-�+ U) C)M a U-) f0 Ln a " M '� '<-7 Z F- C- M (Y-U cv'—' Z E w CD W JCD J O Z Un �o zQa g wa�o vzoo U z 0� W d p � z w y ry��L J r �� C, r� w FWo �- Z � zz a) }o ¢z O M > � S p 0 JQ U CO- (o U) J o� QRo P C3= OJ Q , _ XUQ x O U �,�,, r LL U iY m d ZU4od N J �-tz aow0 zo Z� Z N o9o g z LU .J Ln I.I..I z t- w O W 2: z Q OwU 00 1,0 Q z z ui aWz 0, V, Ln Z J m � � = Qw .--I t2 (n SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 10 SHEET NO. S4 SEE STRUCTURAL SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS NOTES AND NAILING BACKNAIL W/ (2)16d NAILS NAILING SCHEDULE FOR SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAL - SEE BLOCKING FOR : • OUTLOOKER ELEVATIONS) FIRST FOUR @ 24" O.C. SEE STRUCTURAL — ROWS OF 45° t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 ORE UAL @ NOTES AND NAILING TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4 MAX. EA. OUTLOOKER SCHEDULE FOR EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES EDGES SHEATHING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO 2x4 CROSS BRACE APPROX. APPROX. 8" FROM 48" O.C. EACH JOINT W/ 3) 10d ( AT LEAST WEB A @ 8 0 O/C. EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT MAX. & (2 TOE NAILS @ 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ END EA. END @ 48" O.C. (SEE LENGTH (SEE TABLE) A APPROX. 8" FROM10d BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END & (2) 10d TOE E 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL -SEE NAILS @ EA. END NAILS • SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING F7/16" OSB SHEATHING & (2)10d TOE NAILS @ ' FROM LEDGER TP 2x4 PANEL BLOCKING — —� ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & THROUGH CHORD CORD ATTACHED W/ (2) 16-d TOENAILS ATTACHED W/ 10d NAILS (2) 16d NAILS BOTTOM ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING w/ (2) 16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL „ „ NOTCH L BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH MOISTURE BARRIER WEEP SCREED W/ (2)16-d TOENAILS 10dx3" @ 4" 0/C 5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS @ . T ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT VERT. WEB MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 1 2 SECTION 3 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. SS SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J _ ON SHEET S5 FOR N _ SEE STRUCTURAL— X-BRACING, AND TOP T x NOTES AND NAILING SP HGAM10 W/ (4) CHORD BLOCKING zo 00 cc FOR SHEATDHING ULE DETAIL 4"x1-3/4" WEDGE INFORMATION OLTS & (4) SDS 1/4" 1 12 2"x4" CROSS BRACE 1 1/2" SCREWS WOOD TRUSSES ;, 00 APPROX. 8" FROM RIDGE FASTENED AT 2X4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 12-1 lti� 10d & (2) 10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END -- TRUSS SPANS ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT PL2x4 (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST (4) ROWS OF BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. O/C W/ 2 -16d (D = 0.148 , L = 3) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL W/ (2) 16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN. @a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS WW 2"x4" OUTLOOKER @ 24" - O.C. W/ (2) 10d PER JOINT 1INIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) 10dx3" O/C TOENAIL 6" O/C W/ (2) 16d TYPICAL (2) 16d PER NAILS JOINT L_ CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL l J 1 2"x4"y RUNNE ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. S5 1 GABLE TRUSS S5 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 I GABLE END BRACING DETAIL S5 CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) TRUSS 1/2" CDX PLYWOOD OR 7/16" //;GABLE OSB SHEATHING ATTACHED 8d @ 6"O/C WOOD TRUSSES (2) 16d NAILS W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 ��SEE PLAN FOR 1/2" SCREWS , CONNECTION 2x4 "T" ON TOP OF PANEL) L BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2) 12d TOENAILS W SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP `MINIMUM (2) 16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) �­ 1.­via—,—luiI,r.] GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC) 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM i - BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE J FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. SS SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2) 10d TOE NAILS @ EACH END @ 24" O/C (TYP) z w Q_ BRACING W/(3) 10d x 3" @ • EACH CONN. @ 24" O/C -,\-MOISTURE BARRIER BOND BEAM MASONRY WALL 20'-0" MAX 20'-0" MAX "X" BRACE SEE DIET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d — — — — d 0 o ' 0 Iz o w m o 0 v o � 0 :;t w Q o T CC L Q o o � d— w ARCHITECTURAL FINISH NOTE: / , L EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - T-0" T-0" - 6'4" 6-0" & GREATER SCISSOR GABLE - (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN E S5 1) SEE TRUSS MANUFACTURER S TRUSS ENGINEERING TOP & BOTTOM CHORD CUT SHEETS FOR ADDITIONAL PERMANENT BRACING GABLE END BRACING @ THAT MY BE REQUIRED 44" O.C. MAX. FOR 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT FIRST (4) ROWS OF TRUSSES BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ 2-10d @ EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION W UI� zMW o _ z° zI �o V) 0 Q) N w .0 0 w Ln C l— o Cn Mo Vi o pp i` U W a)M iT M t — E 0 2 '6 CO— o�oo = ai UCn wLLw = a°�i Y in Q- o rP) O V Q CL rn Q o A 1 B D® D.c " N O . Z,�a N J ty LU WLL �vr Nz O aaN 0 ��aa W N� �s�Ea)celaa.•�' To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z 0�1� O M O �1U-) �� a cn .2 d- Q U U a00 � Z � WLU J � d' Oz =o �o za <¢ w < 0� Uz00 U U z p w p w z W J J&�LO T OU�FN W z � �"}•' o N Z Z V OirC, C/) a z F- g O F-Ln M ' i LJJ Q o z o 0 z J 5� o� u-0,o F- O 0 ' Q a > O U U a a N LL_ zL LU pcl� J Q a F 0 w Ce w g p $o�z Z N Wo,�o W Lr) LLJ 2:Q O Y 00 Q Z ~ O Q�Z k Z �j a Z LA z m o _ J O ¢z U SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 10 SHEET NO. S5 11% 1X4 1/2" DRYWALL 112" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X4 ( 1 X 4 1/2" DRYWALL , UNACCEPTABLE INSTALLTION ♦ DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 PROPER INSTALLATION MAX. $ DO NOT DO THIS 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 #5 REBAR (TYP,) ` ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 2X BOTTOM PLATE W/ 8d 4" 1 X 4 3-1/4" LONG 3/16" FURRING �� „ 3/16 0 X 3 LONG FURRING 3/16" 0 X 3-1/2" LONG FURRING #5 REBAR ` AND NAILED W/ 8d COMMON @ 6" O.C. AND 12" O.C. FIELD @ O.C., 2 ROWS STAGGERED X TAPCONS (TYP,) EDGES TAPCON. INTO TAPCONS STAGGERED STAGGERED @ 16" 2X8 ` 400 BLOCK@ SPACING „ DETAIL 1 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 ea 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 1� 3 DETAIL STD. 90A ` /� 90° HOOK (TYP.) @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d TRUSS VERT. @ WEB 3/16" x 3 -1/2" TAPCON @ 16" METAL SEAT PLATE 1X4 P.T. NOTE: O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( 411111 BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAILS JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 40 FURRING 2X8 P.T. WITH 3/16"0 X 3" ' +2" NOTC FIRST COURSE USP HGAM10 @ 12" O.C. w/4-SDS 1/41 1/2" SCREWS INTO BAND LONG TAPCONS ` 2x P.T. AS REQ'D 2X8 P.T. STAGGERED @ 16" O.C. 2X8 JOIBOLTS (4) K.OXBLOCK EDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL +5^ NOTCH WEB AT THE ' FIRST 2 COURSES ` BFILLED UILDOUT @OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC CELL PER FOUNDATION PLAN v FILLED CELL INSTALLATION rH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. A_A 90 =1890 #FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX SOLID W/GROUT tr 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. BLOCK HEADER ARCH BLKG. & BUCKF 1/4" x 3 1/4" TAPCONS \d 1, �„ USP RT16M W/ (8) NA11 NAILS & (6) a x 2q TAPCONS 1/2" DRYWALL (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) I 8d NAILS AT 8" O.C. AT BUCK i" 10d NAILS x 1- NAILS AND 2 1„ I'WEDGE (4) X 1 a WEDGE BOLTS [ (1) STRAP 1225 #, 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE 4 (2) STRAPS 2450#]) BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 1l2" BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM CONTACT ENGINEER OF RECORD FOR FURTHER INSTRUCTIONS. • " ;" �• SCRIBE(NOTCH)POLY-CELL BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ 3 10d NAILS O AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. ' .„a. •,a., INSTALL WDW. SCREW ANCHO 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INTO ARCH BLKG. PER ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS 4" MIN. OF BRACE INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU 2 X 4 #2 SYP SCAB TO SIDE OF TRUSS AS SHOWN FOR O.H. UP TO 2'-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 (2) 10d NAILS @ 8" O.C. ARCH DETAIL J 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY WALL USE 1/4" X 31/2" TAPCONS AT 16" A,0 TO TRUSS TOP CHORD �FRygN (3) O.C. + ` FNOT 1 1 -0" 5 -0'( SCALE: N.T.S. SS 12 + + N PLYWOOD SHEATHING JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + +OdLf INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31/4" TAPCON (1 1/4" MIN, B_B ROOF SHEATHING ATTACHED + REQUIRED > 6 1/4" MAX EMBEDMENT INTO K.) 2'-0" 8" PER NAILING SCHEDULE ALL TO SUPPORT TRUSS + SOFFIT ° • ° >.. 4. ' ° '� ' ° #5 BAR + 1011 P ° ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + 4 ' • °, • ' sm IN TOP o 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ► ®s KNOCKOUT / 9 EACH TRUSS � I I- •• ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 8 DIAG. BRACE BTWN 2 x 8 VERT. W/ (2) 10d NAILS AT EA. END PROVIDE 2 MIN. O PROVIDE 2x CONNECTOR Q _ - MONO FOOTING •D' ° x VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE CONT. W/ (3) 12d NAILS SEE LINTEL ° SIZE AND REINF. PER PLAN AND SECTION DETAILS BRACE EXCEEDS 24" BUCK- (1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 CLEAN FILL ° • 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. ENTER SO IT .P DIRT �' z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° ° STANDARD c SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION o 99 #5 BAR IN HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL , -; -. •, , -. , 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) START OF ARC SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'41 . • L It L_ 1, �., . L, INSTALL WDW, SCREW BTWN. OSB ARCH FACES W/ (4) 10d NAILS EQUAL EQUAL _j 4 4'MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" _, _, L' r , •' s• s• s• s• s ANCHOR INTO ARCH BLKG. THRU OSB INTO 2 x 8 O.C. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS B-B ARCH DETAIL K SECTION @ ENTRY L SECTION @ ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER W.W.M. AT PERIMETER COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION STUDS & (1) - 5/8" DIA. ALL } #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS 9 ga. PANEL PER ANCHOR) (1) #5 BARS CONT. TOP WITH MIN. 3" OCCURS THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�_p�� 5"EMBEDMENT & 3"MIN. ` 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F F EDGE DISTANCE FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE ) EXPANSION STRIP wo LU NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE o THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL n w a 1 A REINFORCING AS FOLLOWS: * HALF OF SEALANT - o o• I—J— I I=I I1=L1—III; I¢ a 1 PLACE LOWER MORTAR IN BED JOINT. DO NOT FURROW. * PRESS PANEL REINFORCING INTO PLACE. IIIIII —�! - v z 5X6, EMBEDDED INTO * 6 MIN. LAP SPLICE W/ D �I�I — � —III— � � IS TI EX TING F00 NG 2-#5X6 IN CONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL ` REINFORCING PANEL cn N FILLED CELL SMOOTH. DO NO FURROW.'.':;4';'.: o c .: Tr DRILL 3/4 X6 MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6"MIN. LAP GRADE o. I I l l ` . SET BAR IN EPDXY G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE `14 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. C14 \tea TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ' ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 . 16" MIN. COVER EAWAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4" =1'-0° SCALE: 3/4" = 1'-0" FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. 0 O Z 0 O 0 — o Z Z Q r� O Cn LU Q OLUE 0 Cn Cn C'), v O o LU 1— E 0 m M N -0O_ co— O ONO aj �(D �l,_� <0) co 0)Qo B D® N C B D C 55 GO N � �i�v `°V C M, .0 o w•: ' `r�� U). S w N�a°a �u=- w r'�ILI• °.�T� f• i j ,ma �s� q� � �_ a •�.4 �a N o= qq M Lro , s�r'r•R . Pat,o� To the best of the Engineer"s"k riw "Wormation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N O a� i­4 a--+ p kD (n M pO Q u Ln U-) L Q � U- Ln V 00 Q E Z � � LULU � d' oZ �o W za fa �QCa o0 O E v z M u z Q ((Do WZ W O N w �w© oZ zz }o Q z O T� g V)� 8 o � > 1 O U 65- 1 fu L.L U) Q �a Q o 0 Y�¢ �'.: 0 H U) m J �y (V 0 za2< Q 4 �g Fw Z N ce ? o, o Z LU L() c�� c� 0 z LU 2:Q Z O OW W 00 Cr Q Z Z t7uaZ a�z m g = J O az SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 10 SHEET NO. SS CROSS BRACING DETAIL (TYP.)_ SCALE: 1/2" = 1'-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKINGBETWEEN EA. TRUSS MAX & EACH END ALTERNATEA DIRECTION TYP. ----\ A CB D B- vrr IF -- Ivan lw I I Ivvv rr"rr TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. - 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) -1Od X 1 1/2" EACH :3 TB I i PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP CHORD AT ALL HAND FRAMED AREAS TYP. SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT Q OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER PUSSES HIP SIDE OR BOTH IF REQ'D) G..T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 1 Od TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2x4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) USPLSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: 1/2"=V-0" Ube rlU4IUlr MUl.fs SEE ROOF PLAN Fi MORE IN (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = 1'-0" SEE PLAN FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A S HEDUINDICATED E/P N BM OPTION B CONNECTION INFO OPTION C SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. COMMON BM. TO POST ATTACHMENT A `F� A SEE PLAN FOR SCALE: 3/4"=V-0" BM. SPLICE OVER CL CENTER OF POST JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL a@ ENTRY FRONT WALL 2x4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-1 Od SCALE: 1/2" = V-0" ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION DIAGONAL * 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS �C �C 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d CANT. IF USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM SEE FLOOR PLAN FOR INDICATED TRUSS USP JUS26-2 COLUMN SIZE & 2X4 CONT. AT CONC. MASONRY ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING (WOOD COLUMN SHOWN) 2X8 #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE BEARING SUPPORT MIDDLE INFO. VERIFY WITH LA T & B CHORD STEEL OR WOOD (4} 16d NAILS ATTACH NAILS FOR LOCATION AND INTO END OF EACH FLOOR 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) PLAN FOR MORE INFO MASONRY WALL yl I DETAIL @INTERIOR BEARING 3 , 1 (TYPICAL) WOOD TRUSS J SCALE: 1/2" = 1'-0" COMMON B M . ATTACHMENT r18 A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE:3/4"=V-0" SECTION AT LOW ROOF 9 SUPPORT WHERE TRUSS DEPTH EXCEEDS SCALE: 1/2" = V-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 8d NAILS AT VALLEY TRUSS BASE & SPT24 @TOP 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING 4" O.C. INFO. 2x BLOCKING BETWEEN INFO. STUDS TO TRUSS W/ (2) 16" O.C. W/ (4) 12d —COMMON TRUSSES. ATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING BETWEEN TRUSSES (2) STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. J/S6 FOR MORE 12d NAILS TO EACH BOTTOM CHORD PLATE INFO. GABLE LOW ROOF/WALL VERTIVAL STUD) SCHEDULE TRUSS �P< SHEATHING ATTACHED VARIES SEE PLAN PER NAILING SCHEDULE 2x BASE NAILS @ PLATE6" O.C. ALONG W/ VARIES W/ - 2x4 BASE PLATE W/ 1/2" PLYWOOD USP MTW12 TO BLOCKING Olt ROOF SLOPE FOR WALL LOCATION USP LSTA30 OR MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. GIRDER BELOW @ 16" EACH COMMON �1 OR WOOD TRUSS 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS @ O.C. TRUSS/ FRAMING TYP TOP &BOTTOM SEE PLAN 16d COMMONS 16" O.C. W/ EXTERIOR - NAILS EACH SHEATHING ATTACHED a STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP (3) 12d TOENAILS TO aa. HTA16 @ 4'-0" O.C. TO GABLE PLYWOOD TRUSS OR SEE PLAN FOR PLATE BELOW - MASONRY WALL TRUSS BEAM BELOW: USP FLOORING ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLE MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN a,. TRUSS W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN __tT­ SEE ROOF PLAN EXTENSION SEE TRUSS JUS24-2 EACH END PLAN FOR MORE .>' 16" O.C. MAX. a<. FOR CONNECTION SHEAR TRANSFER INFO. SECTION @ FLOUR MANUF. SPEC'S FOR CONNECTIONS TO G.T. EXTERIOR. WALL K7 SECTION @ ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: 3/4" = T-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-O" SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS zo z z� Q r (DIC0 4-d w o O w E Vi 0 o Mo U m� LU I— E �M m a cn RiU O O O = ai Ua li w �Y �C.o O� Q m u7 0) a Q O A ' NCBDC Xi�r ry 2Jttlll fill ;.N 1e' _ M k%9sC14 qo L. V O c� o•••• e N V O � U)• T14 N 10 TNfLL N'i^. ..� t �✓'�� �y Lo ESSIa ,111 t % l�®a E]M 3 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawingscomply 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 O Z N O 14 4-J ?J-,Mo a�(0`r) L_ Q LL Q .-. U ra 0() Z E ry W O � W JC) oZ O F==- 35 W� z a Ea r~ W<cK z 0 f= U z�wIx U z Q = p w z g J uj 0ce J l-1 8 Lu W cn a oz O zz x }}-- w a z O �3 ro M LU F- S 1 U) O �a U (n fu 07 w'9 J N F_ xOc6 �;. f— L.Ua Uitm2 � N ^ C) zo Z¢ �aZJ Q z N Woo Z w F W Ln ,--i di�QLL� a O O g diN G Q z O leQ 00 Q Z z WFr Qw az J m rn g LU Q� ,--I a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION N0. 10 SHEET NO. D1 WEATHER RESISITIVE BARRIER TAPE - (ASSEMBIFD WINDOW) - HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL , COMPATIBILITY o O SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW SELF -ADHERED FLASHING DECK JOIST NOT USED NAILING FLANGE WEATHER ✓E BARRIER & tARILY SECURE EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOI; UNDER DECKING (SEE DETAIL WP07) ED FLASHING SELF -ADHERED FLASHING E AM 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING Pi�9:1g97_111:14:14big W-1m:ll2W[r' 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-ADHEF SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK 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 E 0 0 A 0 0 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 if Q 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) ME SELF -ADHERED FLASHING INSIDE CORNER �Ground� FOUNDATION WEEP SCREED NOT USED ©J 0 A Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMANVDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as (Din 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 (611 x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing - Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2"to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL 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 O r (D Z o z° Lu z Q O cnn�CD '' Q) U w .a p rV V) E o � CO co � o w tT CM co cm:a I-- E _ coo N p o = a) o 0 �LLo 5 cli U)Q-o Lr 0 O v QoCL a) rnQo B D. IICBDC GO N LO CO N no Lo r- o N rn N o 0 Z Z Z W� �Z N \ �uJ JJ V- LL Q W C. QLLLL. V z Z 0 O_ N Co N O m m Z N�rna? Z Z Q � LU N � M � w O :C OU U 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. I! 0 0 Z N O a) r-� P­4:�o M o )/-I M a U a Ln L 0 Q LL_ M � U QCO Z a E �- ro Z WLU J C) d- oZ o 32 a p ZQa Z� aQ >_r Lu Z, Uz O U UO Z U Z < �V p Z W 0 W J Fi G- Z iYi8 JC'n _ ,' _ " ED mZo Q oZ Z Z >U a Z LLJ Z Q T� O 3 ro f ) 0 2:g O O � o �a V U) (� _ LU W Q LL a�0_P U i Y m 5 (V 9 00- ,< oZ < O as Q ~F�o Z N �o,o W J Lr) � L1J Q oOZ8W � c Q Y H /W Q Z c< Z dz U J O Q Z o �o g = i - U) SCALE : AS NOTED DATE : 2/24/2014 TECH: FFLORES VERSION No' 10 SHEET NO. W P Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape lmi 7f102075 2291 Enst, Qen lap Ran I= ve@14II MamdMalrsL C-a .t Enameer& Lleenea ValMalad By validated SWM= FOG Approval A--d SngM. Revision 2014 ThermaTN Corporation Rick Wright National Accreditation & Ryan J. 10ng, P.E. 02262015 02/OW2015 03103r1015 Approved Category: Exterior Donn (419) 291 1740 Management Inshore (813) 787-US3 SubCategory: 6winging Exterior Dom Assemblies dcgvanablocarsutanta. Compliance Method: CeriMcation Mark or Using Corn 221i Product Model. Number or Name Product Description Quality A—ra— Contract EW]r Apornvad In ter Uea A scroved for the HVHZ dblW6itiVHZ gppygt Rlelaa Resistant proiMrR 5 e. &qum;Smodah-Star&quot and &qum;Bmrdtmark by SM and 8/0 Opaque and Glazed Fiberglass Doorwb 12/31/2021 No Yes No WA Therms-TN&quo; and without Sldloi firwing and OuNwing Gdda Rivers i date Rag dffia&ndoo Ran lYg4 varelon Manufacturer contact erasure, & License Validated Sy Validated Submitted FBI Aonrorel Approved But" Revision 2014 Therms-Tru Corporation Rick Wright National Accreditation & Ryan J. 10rg, P.E. 06f2sW15 00/1, 20/5 07/052015 Approved Category: Ededor Dome (419) 2911-1740 Management Institute (013) 787-0283 Subcategory: Syringing Exterior Dom Assemblies dticw®ryAMgconsulnnb. Compliance Method: Certification Malt or Using Com i)!9i Product Model. almost or Name P (hIdlk1 Amml CamnetEmlretlon Dab Approved In far Use Approved for Use KVHZ Outside HVNZ Impact onion Jet Preserve 5 e. &qum;Smho*k%w&Wot and &qum;Berx hmark by SM and e/0 Opaque and Glazed Fiberglass Door with 120312021 No Yes No WA Therms-TN&quo; and without Sktelites. Inmving and OutaWng search Criteria Code Version: 2014 FL a: 15225Z Appk.Uon Type: ALL Product Manufacturer. ALL catrismy, ALL subcs" ry: ALL Application anon: ALL Complawe Method: ALL Quality Assurance Entity Contract Expired: ALL Pmdmt Model. Number or Memo: ALL Product Daecriptl : ALL Approved for use In HVHZ. ALL Approved tat uea outeM. HVHZ: ALL Impact Resistant -ALL Design Presaun: ALL Date From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Fear, I ar 1 Building Codes and Standards 7ROW15 Product Approval Application Detail Search Criteria Code Version: 2014 FILM 15332'2 Application Type: ALL Product Manuf eutow. ALL Category: ALL Subcategory: ALL Application St.hn: ALL Compliance Method: ALL Quality Assurance ROW Contract Expired: ALL Product Mode, Number or Name: ALL Product swurl tlon: ALL Approved for use In NVHZ: ALL Approved for uas outside HVHZ: ALL Impact Reatstam: ALL Design Pressure: ALL Data From: ALL Data To: ALL Search Criteria Cab Version: 2014 Applk ld" Type: ALL Category: ALL Appussaon Steles: ALL Quality Assurance Entity Contract Expired: ALL Product Descriedon: ALL Approval for auteM. HVEIM ALL Design Proeaun: ALL Dab To: ALL Florida Department of Business & Professional Regulation Papa I m1 Building Codes and Standards 7J20=15 Product Approval Application Detail FL P. 15270.37 Product Manufacturer: ALL $ub:abgory: ALL Compliance Method: ALL Product bode, Number or Name: ALL Approved for use In NVNZ• ALL Impact Reshm n : ALL Data From: ALL Florida Department of Business & Professional Regulation Pape+ 0 1 Building Codes and Standards 7l20R015 Product Approval Application Detail Search triter" Code Version: 2014 FL d: 15217A Application Type: ALL Product Manufacturer. ALL Category: ALL Subcabri ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity contract Expired: ALL Product Mode], Number or Name. ALL Product es Dolprlon: ALL Approved for use ki HVHL- ALL Approval for uae outeid. HVHZ: ALL Impact Resistant' ALL Design Pmeeaume: ALL Data From: ALL Data To; ALL Florida Department of Business & Professional Regulation Page I ell Building Codes and Standards V2=1115 Product Approval Application Detail Bomb Criteria Code Version: 2014 FL 0: 15217A Application Type: ALL Product h%nufeamrer: ALL CalsooM• ALL Subcategory: ALL Application Status: ALL Competence Method: ALL Quality Assurance Entity Contract Expired: ALL Product Nadel, Number or Name: ALL Product Description: ALL Approved for use, In HVHZ,. ALL Approved fro use, outside HVHZ: ALL Impact Resistant ALL Dwign Proauro: ALL Data From: ALL Deb To: ALL Florida Department of Business & Professional Regulation pa,7e i sit Building Codes and Standards 712W2015 Product Approval Application Detail 22111 Entity or no lap R.n.eendim Ra im version ManuiOSW@[ Contact EnohuarB Lleerrea Validated ay Validated EIWmad F13C Approval A--d SIISrs Revision 2014 Thmc a -Tor Corporation Rick Wright NaOmlel AatadUdW & Ryan J. tying, P.E. 02/282015 02MO15 03/0oia Approved Category: Exterior Dome (419) 298-1740 Management Institute (813) 787-8283 Subcategory: Winging Exterior DomAasembllea IkAw®rwbidgconsultants. Compliance Method: Cefflcatlon Mark or Usting tom root Product Model. Number or Neme QalitvA-- productDidwarlidlinn Contract E ciretion Dsta Ap madwifmUea A-mJad.for Use IRIAM outside HVHZ knPadi RealMlat Resign Prareame 6 L &quotPnmium Seriee&quot;, &quotconevuctim SM and 8/0 Opaque and Glazed Steel Door with 12/3112021 No Yes No WA Sedec&quot and &gum :Bendxmwk by Thorne-TmBquct Thmemns. With and without Sides". moving and with Transoms Outselling 2211% Entity or late Ran Date Pending Duan mm version MmWamunr Cmtem Engineer &Lic to Validated BV ValidatedSubmitted F13C Approval Awroved Surer. Revision 2014 Thertna-TN Corporation Rick Wright National Accreditation & Ryan J. long, P.E. 0812&r2015 06/132015 07MM016 Approved Category: Exterior Dome (419) 298-1740 Managementrt Institute (813) 787-8283 Subcategory: Swinging Exterior DoorA6sm b iea dGa®rwbld9consultents. Compliance Method: CaVScatlmn Mark or Usting coo tbof Product Madsl.Nunberm Nam. Product Deseptbn Comnd Exclratlon Date Approvse far Des Awroved for Use In Outside HVNZ lichanc, Real eLm ia!!xp creature, 6 1. &quoirremium SedaaBquot, &quotConeNd W &B and BM Opaque and Glazed Steal Door with Izoil 21 No Year No WA Serieslquot and &quotBendnmak by Therms-TNBquot Tranwms. van and wNwut Smelites. htawtg and wNn Transoms Outswhg Search Criteria Code version: 2014 FL P. 15225.6 Application Type: ALL Product Manufecom: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Editor Contract Expired: ALL Product Mode, Number, or Mama; ALL Product Description: ALL Approved for urea in HVHZ: ALL Approved for uae outside HVHZ: ALL Impact Reabtaft- ALL Design Press. ALL Date From: ALL Data To: ALL Florida Department of Business & Professional Regulation "" I sit Building Codes and Standards 720Rm5 Product Approval Application Detail Sods Entity or v Ran DatePermbw Data Twoo version Manuflurture Con Enomear&License V81Meted Byys&fated S,p9IDMN4 FOC Approval Approved star" Alarmed. 2014 MI Wndows aid Doors Brent Sit nger Luis Roberto Lomas Sloven M. Udch, PE 04130201b 04130l2U15 051=015 Approved Category: EXledor Dons (717) 36533W PE-02514 (717) 932.8500 SubCatirli Sldmg Exterior Door AssambNes be8tingerQnt1wd.com Contributes Method: Evaluation Report tram a Florida Registered Amhftd or a Licanaed FWKM Professional Engineer Q-111 LAtry — Approved or use Acurz d,for Line Impact D b, AWL9 Product Motel. Number or Nana Product Daecdothm Contract Excitation Data In HVHZ DOW,HVRS BtlllYOt ErstMdrs 3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 12/312015 No Yea No WA 145.3/4&quotxBS111quot Search criteria Code Version: 2014 FL a: 15332.3 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Applied -statue: ALL Compliance Method: ALL Quality Assonance Relay Contract Expired: ALL Product Model, Number or Memo; ALL Product Description: ALL Approved ter use in HVHZ: ALL Approved for be. dome HVNZ: ALL Impact Resistant: ALL onion preastes: ALL Dab From: ALL Dab To: ALL Bomb Criteria Code Verolow 2014 FL M. 15279.53 Application Type: ALL Product Manufaeturor. ALL Category: ALL Subcategory: ALL Application Statue: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Mode, Number or Name: ALL Product Description: ALL Approved ter use In HVHZ• ALL Approved far use oubid. HVRZ: ALL aspect Resistant ALL Design Pressure: ALL Date From: ALL Data To: ALL Florida Department of Business & Professional Regulation Page I err 1 Building Codes and Standards MAM15 Product Approval Application Detail Gale EddAYaL 2&M Dow Data Pending 29n side version almldatJllrsL G90iggt Enob ear & L asps ValMabd ev VAlmated Submitted FBC Approval Aagsefd Snau Revision 2014 MI Windows and Doom Brent Stenger Los Roberto Lomas Seven M. Udch, PE Ow30/201620 5 0OW2015 07/015 dig FSC Appn Category: vvindowa (717) 3BS-3300 PE-62514 (717) 932-5500 Subcategory: Single Hang beNinger®mhW.00m Compliance Method: EvabeSon Repo" from a Florida Registered Architector a Licensed Florida Professional Engineer SeaA P,,duct Model. Number or Hem. Quality Assurance AonreaW for Use Approved to, Use an Rego Product Description Contract Emintion Data 1. NvHZ Outside dli Reabfent pricassure 5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH N154X72 12/312015 No Yea No WA Search Cribrie Code Version: 2014 FL P: 18217.5 Applcation Type: ALL Product Mlnsifrclu— ALL Category: ALL Subcategory: ALL Application states: ALL Compliance Method: ALL Quality Assurance Entity Contract Replied: ALL Product Mode, Number m Name: ALL Product Description: ALL Approved for use In NVHL ALL Approved am uas outside HVHZ: ALL Impact Risteum: ALL Design Pressuse: ALL Date From: ALL Data To: ALL Florida Department of Business & Professional Regulation Page I m1 Building Codes and Standards 7202015 Product Approval Application Detail 22& Embtor oat! Date Dam Persons 0-10 ],yang, version Manufaemmr Sr.Panct Enmmar&License Validated By validated Submitted F13C Apmpval Awrowd $Wren Alarmed. 2014 MI Wndows end Dome Brent Stanger Lull Roberto Lomas Steven M. Urioh, PE 04/30f2015 04/30/2015 051102015 Approved Category: Wntlows (717) 3854300 PE-62514 (717) 932-SSM Subcategory: Horizontal Slider bsili.gerQmtem.mm Compliance Method: Evaluation Report from a Florida Registered Amlift d or a Licensed Fiords Professional Engineer _ Sap; Product Modal. Number m Noma _._ -- frffi alityA F.rpig3 Produuet Deseriptlon Coronet Exalntlon Approved for Use Approved for Use Date In HVHZ OutsM. HVHZ ( t Desho per , 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/312015 No Yea No WA 72X54 Search Crier" Code Version: 2014 FL a: 16288.1 Application Type: ALL Product Manufacturer. ALL Category: ALL subcategory: ALL Application Stale: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Mode, Number., Name: ALL Product Descrptlon: ALL Approved for use in WHIM ALL Approved forty outside HVHZ: ALL Impact ReaWAM ALL Design Pressure: ALL Data From: ALL LLB To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 m 2 =W015 990 1!hnthvm date Io one Ran mm vy}iga mYSd/4tdp[ contact Enolnaer & License NlMeba By validated $yid FBC Approval Aonrowd Slature RevW.n 2014 Thermo -TN Corporation Rick Wright Lyndon F. Schmidt P.E. Ryan J. 10ng, P.E. CM202015 0113V2015 021042015 04115,2016 Approved Category: Exterior Dome (419) 298-1740 PE-43409 (813) 787-8283 Subcategory. Swinging Exterior Door Assemblies rklarQtwbmgca"uetana. Compliance Method: Evaluation Report from a own Florida RegleWed Architect or a Licensed Florida Professoriat Engmear QualigCAatyrsm'd Approved tar Use Ascruwd for Use logged Design, i Product Description CoronetEmlrNlanDete 1,NV Z Outside HVHZ InWnnt Pre- 1 a. &µlotFiber-Clamk&qud; or &gwt'SmooUfStar&quot 66939;8 &quotNoh4Mpae1&quot; Opaque Fiberglass 12/312018 Yes Yes No WA om Dwith amp; without SMeHe(s) - OutwNng IT OX a XO, OXO, XX, OXXO Configurations) Gsda Emus[ Data date Data Peters. gate T_Int version Manufacturer contact Emrosect&Litanea Vaildated ey Validated Submitted tIC ApBByel Atead $yBt! Revision 2014 Tharma-Tor Corpon8on Rick Wright Lyndon F. SChmid4 P.E. Ryan J. l9ng, P.E. 05/282015 0529/2015 070M015 dig FBC Appo Category: Emerior Dome (419) 298.1740 PE-43409 (013) 787-0203 Su iCategory: Swinging Exterior Door Assemblies daw®nMdrigoonsuitents. Compliance Method: Evaluation Report from a sore Florida Ragelered Architect or a Licensed Florida Professional Engineer Bapt Product Model. Number or Name Product Dseedmbn Qualm Assn Contract EmIndkew Dab Approved for Use ApmayedterIlse InN Durable HVKZ Inma4t Resistant Dx, - pressione 1 a. &qua;Fiber-Cmssiodqum; or &quotSmooth-Star&quo; 6&039;B &gwtNw4npsd&qud; Opaque Fiberglass 12/312018 Yee Yes No WA Door &amp; wiBmW Skleffle(s) - outaving (X, OX or XO, OXO, XX, OXXO Comiguradws) Search Criteria Coda version: 2014 FL a: 15332.4 Application Type: ALL Product Mums1wwror: ALL Category: ALL Subcategory: ALL Appg m states: ALL Canpiteeae Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model. Number or Name: ALL Product Description: ALL Approved for use In HVHZ; ALL Approved for use, wtW* HVHZ: ALL mpact Resistant ALL Deagn Pressure: ALL Dab From: ALL Data To: ALL Search Criteria Code Version: 2014 FL d: 15279.85 Application Type: ALL Product Manutacrtman ALL Category: ALL Subesbgory: ALL Application States: ALL campliare. Matlmd: ALL Quality Assurance Enter Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved ter use In HVH2: ALL Approved for use outeld. HVHZ; ALL Impact Resistant ALL Dealgn Preseurs: ALL Date From: ALL Deb To: ALL Florida Department of Business & Professional Regulation Pegs t sit Building Codes and Standards 72dQ0ts Product Approval Application Detail Gddt. EmB1ta[ dime RMa iLMPgndlon Rtlt LM version Seeallo! EDga &License VaIMWd By YAI Submitted FIND.A,—I A--d Sfagrs Revision 2014 MI Wndows and Doors Brent Sititnger L.J. Roberto Lomas Steven M. Urich, PE 06MOMI5 owwo15 07IM015 ding FSC Appn Category. Vdhdowe (717) 385 W PE62514 (717) 932-85M subcategory: Shoe Hung bel6inger@mhvd.com Compitsnce Method: Evaluation Report from a Florida RegNtemad Architect or a Licensed Florida Professional Enghleer 229.9 Product Model. Number or Name Product Description OualitvAswnnce Approval for Use Aporor.d for Dae mwct Dggpg Contract Emiration Dab In HVHZ OutaNa HVHZ Real stanlPrassure 7 SERIES GA 195 ALUMINUM SH SERIES GA 105 ALUMINUM SH NI 54X72 12012015 No Y. No WA Search Criteria Cod. Version: 2014 FL a: 16217.7 Application Type; ALL Product Nanufacmm: ALL Category: ALL Subcategory: ALL Application SM.: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Mode, Number or Name: ALL Product Description: ALL Approved for use h HVHZ: ALL Approved fro ua. outside HVHZ: ALL Impact Rssal nt, ALL Dag. Pressure: ALL Data floor: ALL pats To: ALL Search Criteria Code Version: 2014 FL P. 15288.2 Application Typo: ALL Product Manub tu— ALL Category: ALL Subcategory: ALL Application Status: ALL Competence Method: ALL Quality Assurance EMlty Contract Expired: ALL Product Model, Number or Name: ALL Pbdurt Description: ALL Approved for sea in HVHZ ALL Approved for h". oubM. HVHZ: ALL Impact ResbtenC ALL Dollars Proseuro: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Search Criteria Code Version: 2014 Pl, A 15332.1 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL outlay Assurance Eniy Contract Expired: ALL Product Model, Number or Name: ALL ProductDneriph m ALL Approved for use In HVHL• ALL Approved SN uat outside HVHZ: ALL Impact Resistant ALL Design Pressure: ALL Dab From: ALL Data To: ALL Search Criteria Code Version: 2014 FL 0: 1SMA Application Type:. ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application States: ALL Compliance Method: ALL QualityAssorence Entity Contract Expired: ALL Product Mode, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for Vora Mutable HVHZ: ALL mpact Its latent ALL Design Pressure: ALL Data From: ALL DO* To: ALL Pape 1 of 1 7ROW15 291111 Scene or tag !an iat,P.Mddidd tan mm version Manufacture calmer Erroirnar& Llceea. Vadated By Validated Submitted FBC Approval Acamxtd Sflgn Allmnation 2014 MI Windows and Dome Brent Stanger Lms Roberto Lomas Sewn M. UOdI, PE 01/30/2015 04/3W2015 051102015 Approved Category: Windows, (717) 365-3300 PE-62514 (717) 932-BSW Subcategory: Horizontal Slider haNinger®miwd.com Compliance Method: Evaluation Report from a Runkle Registered Architect or a Licensed Florida Professional Engaeor Fagg Prpduct Mode. Number m Non. PIS. QuallbrAssonnce Awroverl for Use Aonrowd for Use Impact daa108 Contract Exarmbn Dab il1tiQR Outside HVHZ tit@ 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 108 ALUMINUM XOX HORIZONTAL 12012015 NO Yes No WA SLIDER 108X40 Search Criteria Code Verelon: 2D14 FL* 16288.3 Apple ation Type: ALL Product Mamdaehr.r: ALL Category: ALL Subcategory: ALL Application Satue: ALL Compliance Method: ALL Quality Assonance Easily Contract Expired: ALL Product Mode, Number or Name: ALL Product Description: ALL Approved for uea In HVHZ: ALL Approved for use outside NVHZ: ALL aspect ReestanC ALL Design P—uro: ALL Data From: ALL Data To: ALL PA Numbers PA1.0-PA1.4.dwf Tampa N to N }. N 0— 0 0 .� c � 0— U) CIOVJ O 0^1 O O O W = 0 CB U 0 .� Cn O/M/''�� 0 C .� VJ Z Z w J Cn C"""""i (D (n Tf O }^, O C CL Cn U v / Vcn m W CL Z Q J SHEET NO. PA 1.1 Florida Department of Business & Professional Regulation Pape, r1 Building Codes and Standards 7rmr2ols Product Approval Application Detail got Entonwor dhk no am peMlne ltak Ilse version ManuhUurx s an= Emkesr i Lkelles WHOM By Validated $U6.1tte$ FBC Approval Approved $ygg Attenuation 2014 MI Windows and Doors Brent Stanger Loos Roberto Lomas Steven M. Udch, PE 04/302015 04/30/2015 OS/1o2015 Approved Category: Whdame (717) 3853300 PE-82514 (717) 932-8500 SubCabgoM• Horizontal Slider bsitlin"rhiwd.mm Conniption. Method: Evaaudon Report from a Florida Registered Ardilltact or a Lkxmed Florlds Professional Engineer dil9.t product Model. Number or Nam Product QMIWAtlg( Approved per Use A for Use Impact (�� _ S'igNm'dEtmlut In HVHZ outside HVRZ Restatedl�twu 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 127J12015 No Yea No WA SLIDER S-rohCod. Version: Clitoris 2014 FL P. 15288.4 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Appication Storl ALL Compliance Method: ALL Quality Assurance Entity Contrast Expire: ALL Product Model, Number or Name: ALL ProductDesediall : ALL Approved fr use In NVHZ: ALL Approved NN use oubide HVHZ: ALL Impact Resistant ALL Design Pnesun: ALL Data From: ALL Dab To: ALL Florida Department of Business & Professional Regulation page l rl Building Codes and Standards 7202.t5 Product Approval Application Detail Search Criteria Cod. Version: 2014 FL P. 15278.8 Application Type: ALL Product Manuf annown ALL Category: ALL Subcategory: ALL .Entity ALL Qua1�oAAwu Contract Expired: ALL Product Model, Number or Name: ALL Product Description; ALL Approved for taw In HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant ALL Design Prosun: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Poe I of Building Codes and Standards 7202016 Product Approval Application Mail Search Crbrla Code Version: 2014 FL d: 13192.2 Applicedon Type: ALL Product MenubcWm: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Metlod: ALL Quality Aswrance Entity Contract EglrW: ALL Product Model. Number or Name: ALL Product Description: ALL Approved for use In HVH7- ALL Approved for taw -UM. HVHZ: ALL Impact R"Wa ib ALL Design Pressure: ALL Dab Fran: ALL Dab To: ALL Florida Department of Business & Professional Regulation Peg 141 Building Codes and Standards M2 15 Product Approval Application Detail Search Crberta COIN Version: 2014 PLC 12328.6 Application Type: ALL Product Ma.ufacwnr. ALL Category: ALL Subcategory: ALL Applk a fors Stable: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Mane: ALL Product Descrpill : ALL Approved for use In RV12: ALL Approved for use outside HVHZ: ALL Impact Resbtar, ALL Design=un: ALL Data From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Page 1 .11 Building Codes and Standards 7620MIS Product Approval Application Detail Seta Endithror 1'bla Oak ate Pending I8k ym yppkp 11t0mlklMrmr S81flipt Epgkesr a Lkan.e Validated ey 1klWatad 5abmilk9 FaC Aporovel Approyyp 8kaa ;teat Search cribrio Code Version: 2014 FL d; WIS.4 Appacetlon Type: ALL Pmduct Menubchrnr. ALL c+ 'llow. ALL subcategoy ALL Applicationstation: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Descrlptlan: ALL Approved for use k HVHZ: ALL Approved for use ouWtle HVHZ: ALL impact Resistant ALL Design Pmsurs: ALL Data From: ALL Date To: ALL Florida Department of Business & Professional Regulation Page I oil Building Codes and Standards 72012016 Product Approval Application Detail rada Eaft 20t 2111a Dab pending Dale Type Version MapWaeblnr Sr.4Bilff Engoeer& License lfolidabd By Yll submitted FBC Approval Approved $ Affirmation 2014 MI Wnam am Doors Bland S58nger Lule Roberto Lomas Steven M. UIIdI PE 0=12015 05 I2015 051102015 Approved Category: whoo a (717) 3853300 PE412514 (717) 932-BSM subCmegory: Feed bsdingxomhvd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ____ _. ffiE Product hi Number rNo ins —_ �aEDLABlppal4 Amroved ssr lied Apmoved for ae Product Description Contract Expiration Dab In HVHZ Dukakis HVNZ Mgt posts. &akkM preassore 4 SERIES GA 195 ALUMINUM PICTURE WINDOW SERIES GA 195 ALUMINUM PICTURE WINDOW 12/312015 No Yea NO WA RECTANGULAR AND DESIGNER Search Grand, Cod. Version: 2014 FL V. 16278A Application Type: ALL Product Manufa utum ALL cotgr- ALL subcategory: ALL Application Stan.: ALL Compliance Method: ALL Quality Assurance Easily Contract Expind: ALL Product Model, Member or Nome: ALL Product Description: ALL Approved for use k NVHZ: ALL Approved for lids outalde HVNZ: ALL impact RwbfonE ALL Design Prsesurs: ALL Do%From: ALL Cab To. ALL aserch Craana Code Version: 2014 FL t. 15278.9 Appication Type: ALL Product Manufacturer; ALL Category: ALL Subcategory: ALL Application Stets: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Mod.], Number or Name: ALL Product Description: ALL Approved for use In HVNZ: ALL Approved for use outside HVHZ: ALL Impact Reabsorb ALL Design Pnesure: ALL Dot. From: ALL Dole To: ALL Florida Department of Business & Professional Regulation Pop I or 1 Building Codes and Standards M42015 Product Approval Application Detail 2292 EWiBLsi Q&k Desk ate pertdkp Zak ion Version Manufacture contact Enrkesr & License Validated By vMNIlkd Submitted FBC Approval ApprovedStshe Revision 2014 Nods, Nick Thompson Lyndon F. Schroth, P.E. Ryan J. king, P.E. 0223IM15 021IW2015 03/012015 04/152015 Approved Category: Panel Walls (330) 922.2389 PE-43409 (813) 787.8283 SubCMagory: Sothis nthonhpe.n�aWde.mm Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional engineer _.. rARL9 Product Ii Number or Name -._. Product Description OualltLAssuram Approved for Use Ammv#d for llee Impact Dosion Coronet Emirstian Dab In HVHZ Outside HVHZ Resistant 1 1 a. &quW;2T&quok Soffit Vent or Sold Vinyl Soft 12012018 No Yea No WA search Crlbria Code Version: 2014 FL is 15272.1 Application Type: ALL Product Manuf-turar. ALL c.tegoy ALL subcategory: ALL Appication Status: ALL Compliance Method: ALL Quality Assumed Entihr Contract Expired: ALL Product Mode], Number or Name: ALL Product DaW-: ALL .Approved /r taw k HVHL, ALL Approved for case -add. HVHZ: ALL Impact Resbtant: ALL Design Praesun: ALL ate From: ALL ate To: ALL Search Criteria Card Version: 2014 FL P. 5219.1 Appk.do. Type: ALL Product Mama c-W a . ALL Categoy, ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Nano: ALL Product Description: ALL Approved for use In NVHZ: ALL Approved for use outrde RVHZ: ALL Impact RpsMtanu ALL Design Ppwure: ALL Data From: ALL a%To: ALL Florida Department of Business & Professional Regulation Poe 1 ot1 Building Codes and Standards 720=15 Product Approval Application Dafall Search Criteria Cods Version: 2014 FL e: 207SA Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application atabe: ALL Compliance Method: ALL Quality Aswrance Entity Contract Expird: ALL Product Mrdet, Number or Name: ALL product ascription: ALL Approved for taw In HVHZ: ALL Approved for use outside NVMZ: ALL Impact wsmant ALL Design Prseeuro: ALL Data From: ALL Dab Tr ALL Code Venkn; 2014 FL V. /S278.5 Appication TYW: ALL Product MenufwWm: ALL Category: ALL Subcategory: ALL Appiration Shur: ALL Compliance Method: ALL Quality A--. Entay Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Ap~ fr taw k HVHZ: ALL Approved for ma cuhdds HVKZ: ALL Impact ResMWrt ALL Design Prsesun: ALL Dab From: ALL Dole To: ALL Florida Department of Business & Professional Regulation Pegs I of Building Codes and Standards 762=15 Product Approval Application Detail 9seroh CrIbM Cab Version: 2014 PLC 15333.7 Application Type: ALL Product Ma.ufachwr. ALL Category: ALL Subcategory: ALL Application States: ALL Compliance Method: ALL Quality Assurance Easily Coronet Expired: ALL Product Model, Number or Name: ALL Product Dwcrlpilon: ALL Approved for use In HVHZ ALL Approved for use outeMo HVHZ: ALL Impact Resistant: ALL Design Pnseuro: ALL Data From: ALL Does To: ALL Florida Department of Business & Professional Regulation pop I or Building Codes and Standards 7202015 Product Approval Application Detail 9211e lAthhL9r (gin g!k atePeadka 291 LME Version Manufacturer contact Emkaera License Validated By Validated submitted FBC Approval Approvad spa Redelon 2014 AIeMe Nick Thompson Lyndon F. Schmidt, P.E. Ryon J. 1009, P.E. 0223/2015 02119=15 031(12015 "11512015 Approved Category: Panel Wells (330) 922-2389 PE-43409 (813) 787-9283 subC.".,r aorta n0ro pson®ablde.com Compliance Method: Evaluation Report from a Flodda Registered Artlheect or a Licensed Florida Professional Engineer 8♦a • Product Model. Number or Name -.. Product Description _ _ _. Quelayaswrsnw Approved tar case Approved for Use Impact pepdm. Contract EppJreflon Day, In HV 1Z out" HVHZ ROW&tmd Plasmas 2 b. &qum;Allence T4&quo; Sant Vero or Scild Vinyl Soffit 121312018 No Yes No WA Search Criteria Code Version: 2014 FL is 15272.2 Application Type: ALL Product ldnufacblnr. ALL Cetegry: ALL Subcategory: ALL Appicatirn Status: ALL Compliance Method: ALL Quality Assonance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description, ALL Approved for taw k HVHZ: ALL Approved for ues outaMp HVHZ: ALL Impact Resistant ALL Design Pressure: ALL Date From: ALL am To: ALL Florida Department of Business & Professional Regulation Poe I r1 Building Codes and Standards 72rm1S Product Approval Application Detail Search Cribrta Card Version: 2014 FL is 821%.2 Application Type: ALL Product Manutactunr. ALL CMbpory: ALL Subcategoy ALL Applicant— status: ALL Compliance Method: ALL Quelfty Assurance Entity Contract Elpind: ALL Product Mod.], Number or Nome: ALL product Description: ALL Approved for taw In NVI17: ALL Approved for taw outeMe HVHZ: ALL Impact Resistant ALL Design Proesun: ALL Deb From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Pop of I Building Codes and Standards 7rMWI5 Product Approval Application Detail tea Ill rill. Ask Data Pending 211 mm Version M uk4W,r Contact Emi &I-lmgnse Waddedav Maudimd Submitted F8CA000val Approved, AMR Affirmed. 2014 Boral Roofing / Monierllbae Jammed Thomas ICC Evaluation Service, LLC Gary W. Walker 05/282015 OE292015 08/022015 Approved colvoy Roofing (602) 5154M (205) 854-D160 Subcategory: Roofing Tin BoralRoofngUSAQuairy Compliance Method: Evaluation Report from a aboraLoom Product Evaluation Entity Approved mrUse Approved sir We kgl Deals, E21112 Product Model. Number or Names ProductDescription In HVHZ 29111dii Resistant Pano&j. 24 Vdfa 900 Medium Profile - Lake Woos 12/312016 No Yes WA WA search Criteria Code Version: 2014 FL F. 7849.24 Application TyW: ALL Product Manufacturer: ALL Categoy, ALL Subcabpoy ALL Application Stabs: ALL Compliance Method: ALL Quality Assurance Entay, Contract ExPlnd: ALL Product Model, Mambo, or Nam: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVNZ: ALL Impact RoobtwL ALL Design P—urs: ALL Dot. From: ALL Data To: ALL rd t Lag vllpkB Mffifpf>r!� Affirmation 2014 MI Windows and Doors Cebpmy. Windows SubCototi Posed Compliance Matirod: Evaluation Report from a Florida Registered Ambled or a Licensed Flrids Profeallonal Engineer dual Product Model. Number or Mame, 7 SERIES GA 195 ALUMINUM PICTURE WINDOW Hearth C kda Cate Version: 2014 Appicadon Type: ALL Category: ALL Application Stahm; ALL Quality Assurance soft Contract Expired: ALL Product Description: ALL Approved for case outside HVHZ: ALL Design Pressure; ALL Data To: ALL Florida Department of Business & Professional Regulation Pop 10 1 Building Codes and Standards 7202015 Product Approval Application Detail Entity or gig Ilk Dab pending lZak Contact Engal..ra Llunse Validated a Validated ELF FBC Approval Approved stable Short Slinger LWs Roberto Lomas Steven M. Udch, PE 05M V2015 05MI2015 05/102015 Approved (717) 3553300 PE-M14 (717) 932.8500 bsiingrr�miwd.com APDlSved.for Use Amrnesd for Use mmHg basis. Product Descripliken Dab i1.HYM O tsid,dpy2 Resistant I—p, SERIES GA 195 ALUMINUM PICTURE WINDOW 12/312015 No Yee No WA RECTANGULAR AND DESIGNER FL d: 1S278.7 Product Manufacturer. ALL Subcategory: ALL Compliance Method: ALL Product Model, Number., Name: ALL Approved for taw Is HVHZ: ALL Impact Resistant ALL Data From; ALL Florida Department of Business & Professional Regulation Pegs I r1 Building Codes and Standards 7f 2015 Product Approval Application Detail SBAE Emmror Dallas 22M Data Parham Bak Typo Version contactEnrirear&Lleatae Validated By, IVn H.IedStitankled FBC Approval App@ygd Revrlon 2014 James Honda Building Products, Inc. Pingsheng Zhu Ronald I.Ogewa John Southard, P.E. 04/3012015 04232015 05/112015 081=015 Approved Catepoy, Penal Walls (909) 349-Mir PE•24121 (386) 482-9D74 subcouaw. Sing pingshengbhulkamershr Compliance teethed: Evaluation Report Tram a do — Florida Registered Anhibr or a Licensed Florida Professional Engineer Product Model. Number or Name --------- Product Descrialb, 9WIKv AMIIs. Approved tar Use Aonroved for Use kimee Desion Contract Egotration Dot, In Cubkie HVHZ l,,ktam I—Q 1 Cemplenk lap Siding fibrcement lop slang 01012016 Yes Yes WA WA Search Crberia Code Version: 2014 FL is 13102.1 Apptcaton Type: ALL Product Manufscmnr. ALL Cebpory: ALL Subcategory: ALL Application Stapes: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model. Number or Nam: ALL Product Description: ALL Approved for use in HVNZ: ALL Approved M use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Data To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Poo I rl 7f2=15 Cod. Emily of Dow Rain ataPandina gal j,Me version Manufacturer contact EnperaeriLbrna Validateda Valuated Sjolarnithod FBC Approval Approved lam Revision 2014 CeruinTeed C"PraoRn-Roofing Mark Honer Robert Nleminon John W. 101o:evidl, PE 0323/2015 0WIS2015 03/2e12015 08232015 Approved Categoy R.offng (810)8514847 PE-188 (954)772.0224 subCaMpory: Asphat Shingles markd.hamerglesinbgob Compliance Mali Evaluation Report from a ain.cmn Fbdds Registered Amhaect or. Licensed Florida Professional Engler OwIRV Aewnnca Appr.vatl lorUw Approved far Use kla6ct Diallon Bag Product Model. Number or Mom Product ascription Contract Expiration ate In HVHZ Outside NVHZ Biaktant Cnawa 1 CertalnTasd Asphalt Roofing Shingles Stab, 4-tab, step (mrAauts), laminated and 07/=017 No Yea WA WA rdntlectunr asphalt roof shingles Search oratorio, Code Version: 2014 FL s: 5444.1 Appicatlon TyW: ALL Product Manufacturer. ALL C-Mgory: ALL Subcategory: ALL Application Stable: ALL Compliance Method: ALL Quality Assurance Easily Contract Expired: ALL Product Model, Numearor Nam: ALL Product Description: ALL Approved for me, In HVHZ: ALL Approved for was outside HVHZ: ALL Impact Resistant: ALL Design P--: ALL ate From: ALL Dom To: ALL search Creech Cab Venters: 2014 Application Type: ALL Category: ALL Application satin: ALL Quality Aesunnw Entity Contract Expired: ALL Product Description: ALL Approved for taw outside HVHZ: ALL Design Prawun: ALL Do% To: ALL Florida Department of Business & Professional Regulation Pape I or Building Codes and Standards 7�15 Product Approval Application Detail FL 4k 5219.3 Product Manufacturer: ALL Subcategory: ALL CompR.—Method: ALL Product Model, Number or Nam: ALL Approved for taw k NVNZ: ALL Impact Resistant ALL ate Fran: ALL Florida Department of Business & Professional Regulation Pop I of 1 Building Codes and Standards 7202015 Product Approval Application Detail Srsru Ewflav Qak Dsk abPandkp no Sma Version al—fttonor £a,tau Emir orSLkenss Vaadaleda Validated Submitted FBCAll—I A—M Stt. Affirmation 2014 Scral Roofing / MonlKlIfMe Jammed Thomas ICC Evaluation Service, LLC Gary W. Walker 052&2015 0529=15 081=015 Approved Category: Roofing (602) 5I&W33 (205) 8544160 Subcategory: Roofing Ties SonalRr»flngUSAQuaaly Compliance Method: Evaluation Report from o Choralmm Product Evaluation Entity 91YI.LAHIppm'd Approved .false Approved for Use ka= Deals. AMA Product Model. Number or Name ram,9kwdmm Contract aspiration Data In HVHZ Outside HVKZ Btakkm EMS=. 25 Vries 900 Medom Proflle - Denver 12/312016 No Yes WA WA Saarcn crberi. Code Version: 2014 FL Ike 780.25 Application Type: ALL Product Manufacturer. ALL Cabgoy ALL Subcategory: ALL Appfkatkn Stamm: ALL Compliance Method: ALL Quality Aseuranca Entity Contract Wrod: ALL Product Model, Number or Nam: ALL Product Description: ALL Approved for use ta HVNZ: ALL Approved for taw outside HVNZ: ALL Impact Resisteub ALL Design Pressure: ALL Dot. Fran: ALL Deb To: ALL PA Numbers PA1.0-PA1.4.dwf Tampa N C- M 0 ( }I to 116— O 0 Q M .� U �� am^ Q) -0 ( -v V M U—) = 0 /O O M L O .� _O \��./ V ) U) C: (D M U Tf 0 +^�1 W ,C U) Cl) CL V ° n�' ''W^^ v/ U rap w Z Z a J SHEET NO. PA 1.2 F --- f l 7hl 1 Ti, . , I I 1—n-7-71— - 1 — ff I --I I --T--- - I F i —F—,------T — --TT ■ Florida Department of Business & Professional Regulation Pep, I oil Building Codes and Standards 7202015 Product Approval Application Detail Search Crmm Code Version: 2014 FL A 7849.28 Applic lion Type: ALL Product aYnulacturer. ALL Category: ALL Subcategory: ALL Application g urus: ALL Compliance Method: ALL Quality Assurance Emory Contract Expired: ALL Product Model, Number or Name: ALL Product Descrllid n: ALL Approved for use In ltVHZ: ALL Approved for use outside HVHM ALL Impact Resistant: ALL DesignPrataure: ALL Dab From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Papa I of1 Building Codes and Standards 72oa91s Product Approval Application Detail Search Criteria Code Veraiou: 2014 FL 7649.Is Application Type: ALL Product Manubcbrrar. ALL Category: ALL Subcaegory: ALL Application Stabs: ALL Compliance Method: ALL Quality Assurance En tea Contract Expired: ALL Product Modal, Number or Name: ALL Product Description: ALL Approved for use in HVHZ-. ALL Approved roruseoublde HVHZ: ALL impact Resista Resistant- ALL Design=un: ALL lib From: ALL Dec. To: ALL Florida Department of Business & Professional Regulation Pap I a 1 Building Codes and Standards 7r aml!; Product Approval Application Detail Search Criteria Cod. Version: 2014 FL xk 12868.1 APpieedon Type: ALL PuodmtleonubcWnr: ALL Category: ALL Subcategory: ALL Application Stabs: ALL Conprdaseo attained: ALL Quality Asmrana Entity Contract Expired: ALL Product Model, Number or Nun.: ALL Product Desertion ; ALL Approved for use In HVHZ: ALL Approved M use ouhM. NVNZ: ALL aped Rsshtsnt ALL nation Proesun: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pace I d I Building Codes and Standards T20rto15 Product Approval Application Detail Search Creeds Code Version: 2014 FL A 1999.3 Application Type: ALL Product Menuf.W— ALL Category. ALL subcategory. ALL Application Status: ALL Compliance Method: ALL Quality Assurance Emory Contract Expired: ALL Product Model, Number or Nun: ALL Product D... oil n: ALL Approved for uss in HVHZ: ALL Approved huussoulakfa HVHZ: ALL Impact Resistant ALL Dealgn Prwsun: ALL Date From: ALL pass To: ALL Florida Department of Business & Professional Regulation Papa l a 1 Building Codes and Standards 7QM15 Product Approval Application Detail Swrch Crmm Cod. Version: 2014 FL s: 2107.3 Application Type: ALL Productitanafacwnr. ALL Category: ALL Subcatair-F. ALL Application SM.' ALL Complans. Method: ALL Quality Assurance Entity Contract Expired: ALL Product all Number or Nome: ALL Product D.-," : ALL Approved for ues in HVHZ.- ALL Approved forus.outal"HVHZ: ALL Impact Resbtsnt ALL Design Proton: ALL Dab From: ALL Due To: ALL Florida Department of Business & Professional Regulation Pape I oft Building Codes and Standards 7fX=15 Product Approval Application Detail Sa9E Entity gift 20 Dam Pending Re. Mail Version Manufacturer ,Contact Enalmor & License Validated By Validated Submitted FBC Actuarial �r g A1M1mallon 2014 Bond Roofing f MonlerLNeas Jecrmet, Therms ICC Evaluation Service, LLC Gary W. Walker 05292015 O52912015 OUM2P2015 Approved Category: Roofing (602) 5154M (205) 854.0130 SubCssegory: Roofing Tags BoralRoofngUSACual ty, Cmpllmu Method: Evakerk. Report from a ®boral.com Product Evaluation Entity Qua tvAssunnce Aoorovedfor Use AmroWdfor Use pesim Seal' Product Medal. 1miror Nome Product Daaeristion CamnetEminrim Dab 1, NVHZ outside HVNZ Resistant Pressure 13 Barony 700 -Staab, Slab &amp; SPIN Shake Flat Prose- Stockton 12/312016 No Yea WA WA Search Criteria Coda version: 2014 FL A. 7849.13 Application Type: ALL Product Manufacturer ALL Category. ALL Subcaugor. ALL Applk don Stall: ALL Compli—Matlrod: ALL Quality Assurance Entity Contact Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVH2: ALL Approved for ess outride HVHL• ALL Impact Rwbtant: ALL Design Pressure: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pape i of Building Codes and Standards 7rrcW15 Product Approval Application Detail Swrch CribM Code Version: 2014 FL A 15078A Application Type: ALL Product Manuractow ALL Category: ALL Subcategory: ALL Applies States: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Memo: ALL Productpaetlptlon: ALL Approved for use In HVHL- ALL Approved for use outside HVHZ: ALL Impact Resistant ALL Design Pratsurs: ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Face 1 of I Building Codes and Standards 7/2MI5 Product Approval Application Detail Search Criteria Code Version: 2014 FL k /3578.1 Application Type: ALL Product Mamdacho— ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use le HVHZ: ALL Approved for use outside HVHZ; ALL Impact ReabWa: ALL Dealin Pressure: ALL Dab From: ALL Data To: ALL Florida Department of Business & Professional Regulation Pape, ar 1 Building Codes and Standards 7r2o mis Product Approval Application Detail Search Crham Cad. Version: 2014 FL A 19994 Application Type: ALL Product Monubchar— ALL Cebow ALL Sobcessgory: ALL Application Stabs: ALL Compliance Method: ALL Quality Assurance Entity Contact Expired: ALL Product Modal, Number or Name: ALL Product Description: ALL Approved for use In HVH2: ALL Approved for uss-laid. HVKZ: ALL Impact Resistant: ALL Design Pressurs: ALL Dab From: ALL Dab To: ALL Florida Department of Business & Professional Regulation P.pe l a t Building Codes and Standards 72e2016 Product Approval Application Detail 9291 Enter - 20 liam lib Pericles V-- mall Vmton. Manufacturer Contact Enalnesr&Lk— Validated By Validated Subs I�Q FBC Aomoyel awn Revision 2014 MRekIndustries. Inc. David Wed ICC Evaluadon Servos. LLC ICC Evaluation Service. oe 30/2015 081112015 0710=015 Approved Cat.": Structural Components (314) 851-74W LLC. Subcategory: Tress Phase O"daml.00m (2D5) 590-0000 Compliance Method: Evaluation Report from a Product Evaluation Entity gwwkAummm Ammyad for Use Amrpssd for Use Illttagt garatian iis&t Number or Name Emduk 1bwazon 22WMOXMHMgga2W EWllQEi $Wmei vHZ Resistant Pressure 4 MT21) 20 ga. truss connector plate 122/2015 Yes Yes WA WA seems crmd. Code Vetalon: 2014 FL A 2197.4 Appk.dcn Type: ALL productk%nuhcbrer: ALL cassgory: ALL Subcategory. ALL Application Steen: ALL Compilam. Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Desufpem: ALL Approved for use In NVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pure: ALL Dab From: ALL Dias To; ALL Florida Department of Business & Professional Regulation Pap I of 1 Building Codes and Standards 72&2015 Product Approval Application Detail sesrah CrNrM Cods Venbn: 2014 FL e: 7849.14 Application Type: ALL Product Manufrcerrer. ALL Category: ALL Subcategory. ALL Apgcation Status: ALL Compliance Method: ALL Quality Assurance Enft Contact Expired: ALL Product Model, Number or Nano: ALL Product Daredpdon: ALL Approved for use in NVHM ALL Approved for uw outMde HVHZ: ALL Impact Rosbta t• ALL Deaign Pmsus: ALL Date From: ALL Daft To: ALL Florida Department of Business & Professional Regulation Pepe i orl Building Codes and Standards 7r2=i5 Product Approval Application Detail 920 EEtlty or Do 21 t 211& S1ms Version Manufacturer Contsct Enalnser & Liam" Valklabd By Validated Sahmiltal FBC AoprovalAggrieved AMR Revision 2014 Global Protection Products, LLC. Tim Robinson WaeerA. Tills Jr., P.E. John W. Knoz6Nth, PE 05/OB.2015 0424/2015 051112015 001=018 Approved Category: Shuden (954) 889-7545 PE.44167 (054) 772-6224 subCabegoy: Storm Petals Om.robb—Gri ppenl.com Compliance Method: Evaluation Report from a Molds Registered Aactuex4 ora Licensed Florida Professional Engkaer Alai Product Model. Number orDe Neme f0utlMvAssunrru Aoemvad for Use Aaom ed for the Product ecrisllnn Contract Backed -late IO HVHZ outside HVHZ arms Design Resistant priansure 2 24 Gage Galvanized Steal Slerm PaMdWMHVHZ Corrugated Galvanized Steel Shom1 Panels rafa used 121312015 No Yea Yes WA or not by tracks b provide hunlcule protection. Bearch CrlbN Cods Version: 2014 R. A 15076.2 Appkatlon Type: ALL Product Marmbeft or: ALL caegor ALL subcategory: ALL Applied- Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Explrad: ALL Product Model, Number or Name: ALL Product Datndptlon: ALL Approved foruse In HVHZ: ALL Approved for uN outride NVHZ: ALL Impact Resbssnt: ALL Design Pnaturs: ALL Data From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Pap 10 1 Building Codes and Standards 720=15 Product Approval Application Detail &Ely. anal or 21% 20 Oats Pending 2dt I= Version Manufacturer contact Enolm.r6 Cleanse Validated By. VA]hkbd Submitted FBC Aooroval 9gg—d two Revision 2014 ITW Bu1Mlep Canponnss Group Inc. Sluart Levns ICC Evaluation Service, LLG Willard M. Raised, PE 0325r2015 032"15 03292015 Approved Cabpwy: structure! Components (500) 7554001 (407) 681-1917 Subcategory- Truss Fierce s owisom pinetw.com Compliance Method: Evakratlon Report from a Product Evaluation Entity QesIIW Asnnrlm Approved for use Approved for the rid me Dosion Asa I Product Model. Number or Name Product pasciftillionCoronet EminBon DaesIn HVHZ Outside NVHZ Rpbtrk Pressures 1 ITW BCG Higher Strength (H &amp; S) Menal Connector Plate 12/312020 Yes Yea WA WA Search Crmm Code Vents: 2014 FL A 1999.1 Appicedon Type: ALL Product Menufechaw ALL cote9ory: ALL Subcategor ALL Application Straus: ALL compliance Method: ALL Quality Assurance Entity Combed Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for sea, outride HVHZ: ALL Impact R.sbbnt ALL Design Prows— ALL Data From: ALL Data To: ALL Florida Department of Business & Professional Regulation Papa I oil Building Codes and Standards 7rzorzo/s Product Approval Application Detail dogs Entity or Ray Reid Date Poodk, pace MW Version MmuhtaWror Contact Enalnser&Lbanw Valltebd By Validated Submitted EG.Approval Awrovirl sbnn Revision 2014 MITek Industries, Inc. David Witt ICC Evaluation service, LLC ICC Evaluation Service, 08/30/2015 O6/1112015 01/052015 Approved Category: structural Components (314) 851-7480 LLC. subcategory: Truss Raba deartoo i.com (205) 599-9600 Compliance Method: Evalmtlon.Report from a Product Evolmtion Entity .Sea! Product Model. Number or Name Qualillor A-- A—c-d for Use A -loved for this Product Descdndon Contnet Emintlml lib In HVHZ i knox geaJpg Ransialso Pressure 1 M18SH8 18 ga. repo high sbenglh Wes connector plate 12/312015 Yes Yes WA WA search criteria Code Version: 2014 FL P. 219TA Application Type: ALL Product hanuhrcbrer: ALL Ca decor ALL Subcategory: ALL Appgcaem Stater: ALL Compliance Method: ALL Quality A --.Entity CcnftM Expired: ALL Product Motel, Number or Name: All Product Dateripalon: ALL Approved for use In Kin-12: ALL Approved for use outside HVHZ: ALL Impact Resbtsnt ALL Design Pressure: ALL Data From: ALL Dab To: ALL search Grmda Cod. version: 2014 Application Type: ALL Category: ALL Application Sides: ALL Quality Assurance EMey Contract Expired: ALL Product Dwc pb-: ALL Approved for use outside HVHZ: ALL Design Pressure: ALL tab To: ALL FL 0. 2107.5 Product VAnufacWnC ALL Suk"or, ALL Compliance Method: ALL Product Model, Number orNum: ALL Approved for use In NVHL• ALL Impact Raehtant ALL Dab From: ALL Florida Department of Business & Professional Regulation P ga l of i Building Codes and Standards 7rmm15 Product Approval Application Detail Search Crbeda Cod. Version: 2014 FL k 7849.15 Application Type: ALL Product Manufacturer: ALL Ceegory: ALL Subcategory: ALL Application States: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number of Norms: ALL Product Description: ALL Approved for use M HVHZ: ALL Approved for use outeide HVNZ: ALL Impact Resistant.- ALL Deals. Preesun: ALL pass Pram: ALL pass To: ALL Florida Department of Business & Professional Regulation Pap.1011 Building Codes and Standards Mr 015 Product Approval Application Detail gs9! Both, or R&ts 20 OaVYwdin, 20 iE Version ldeald&gheaL Confect Enabesr& License Validated By Validated Su tbe ilted RIC A.ameal Amr r dio At" Revision 2014 Global Protection PMdude, I.I.C. TIm Robinson Walter A Tell Jr., P.E. John W. Knezevion, PE 04/272015 04242015 05(0312015 D18623)2015 Approved Category: Shublsra (954) 889-7545 PE-44167 (954) 7724224 SubDebpory: Fabric Storm Pmel dm.robnsan®sppenLcom Compliance Method: Eveleedon Report from a Florida Registered Amhbd or a Licensed Florida ProfeWonal Engineer art Product Model. Number or Name guallepgeyratics AmrovedterUse Atcrovedfor use Product Description In HVHZ Outside HVHZ Impact Deal, &IJIM Peasaup, 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Pieces retained by tracks 12/312015 No Yea Yea WA or direct nromted to PM" hurrlaane protection. Search CdtKk Cob Version: 2014 FL A 16080.1 Application Type: ALL Product MonubcWrsr. ALL Cabgor ALL Subcategory: ALL Application SWus: ALL Compliance Method: ALL Quarter Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Desorption: ALL Approved for uss In HVHZ: ALL Approved For use outside NVHZ: ALL Impact Resistant. ALL Design Pressure: ALL Data From: ALL Dame To: ALL Florida Department of Business & Professional Regulation Pape I Of Building Codes and Standards 72ormis Product Approval Application Detail search Crmrih Code Version: 2014 FL AY 1999.2 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Appicatisn Stabs: ALL Compliance Method: ALL Quality Assurance Eatily Contract Expired: ALL Product Model, Number or Ne cre: ALL Product De.cdytln: ALL Approved for use In HVHZ: ALL Approved for use- Me HVHZ: ALL Impact Resistant ALL Design P--: ALL lib From: ALL Dote To: ALL ran MORE version Mmumcww Revision 2014 Mrrek Industres, Inc Category: Structural Components SubCatsgory: Truss Plebs Compliance Method: Evaluation Report from a Product Evakabon Entity E Product Model. Number or Name 2 Mil 18 Search Crtera Cod. Verslc r: 2014 Application Type: ALL Category: ALL Application Sobs: ALL Qusdey Assurance Entity Contract Expired: ALL Product Description: ALL Approved for use oueld. HVHZ: ALL Design Prsssure: ALL tap To: ALL Satrch Crmria Cods Version: 2014 Application Type: ALL Category: ALL Appicatlan 8bu0: ALL Quality Assurance Entity Contract Expired: ALL Product Description: ALL Approved for use outside NVHZ: ALL Datisn Pressure: ALL Dab To: ALL Florida Department of Business & Professional Regulation Pegs l mi Building Codes and Standards 7Ra2015 Product Approval Application Detail Lift 0 Can En & u..nse validated Bm V � Submitted FOG Aoorov.l Alumovaid David Wort ICC Evaluation Service, LLC ICC Evaluation Service, Oe/3302015 W112DIO 071=015 Approved (314)851.7480 U.C. Awert®mg.com (205) S"00 ppea, AmrovedferUee AmmwdterUse ProductDeecrielImr Contract Excirstion..Dids ln+hW OubMeHVNZ 18 ga. trees connector plot. 121312015 Yes Yea loosest Desk, dot Preset1R WA WA FL M. 2197.2 Product Monufacaner. ALL subcategory: ALL Compliance Method: ALL Product Model, Numbaror Name: ALL Approved for use In HVHZ: ALL Impact Restated! ALL Dale From: ALL Florida Department of Business & Professional Regulation Pape i a 1 Building Codes and Standards 7202015 Product Approval Application Detail FL ik 1844.1 Product Manufacturer. ALL Subcategory: ALL CompWrrce Medina: ALL Product Modal, Number or Name: ALL Approved for use In HVHZ ALL Impact Resistant ALL Date From: ALL PA Numbers PA1.0-PA1.4.dwf Tampa N to �. L O O N Cn v 0 cu VJ 0 0 o _O LL V J W 0 4-0 0- F-- V)j�/�� Q Cn Cu C/) 71= U 0 (Q�) W O (13 U O U�w V, V m W � Q z Z Q J SHEET NO. PA 1.3 -IT- -- I I Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pape 1 or 1 7rNM15 ENdcat 20 20 Date Pending Path Ss,!! jdt}jQa Manufacturer Sri Enalrwr A Llcenw Validated By ygORM Submitted FEC Aooroval jtwroved stop, Revision 2014 Boles Engineered Wood Products, Robert Taylor ICC Evaluation Service, LLC APA-The . Engineered 051272DIS 0SC&2015 0114=015 Approved Category: SWctural Components (541) 112SM00 Wood Association Subcategory: Engineered Lumber moberttylorrsbc.com (253) 620-7457 Compliance Method: Eyaaretion Report hurt a Product Evaluation. Entity Qualiteksouraw.e Approves for Use Approved for the Impact 0"1= 8-0 Product Model, Number orUwe Product Description CoauactExpirationDoes In Outside OutsideHVHZ dial1F391 S prosers. 1 AJS Joists Wood &gwt;I&quo; Jokes 01/012036 No Yes WA WA Search Criteria Code Vmslon: 2014 FL 0: 1645.1 Application Type: ALL Product Manufauxa— ALL Category: ALL Subcategory: ALL Applkatlon Statue: ALL Compliance Method: ALL Quality Asa u came Emig. Contract Expired: ALL Product Model, Number w Name: ALL Product DNc 1ptlon: ALL Approved for use in HVHZ: ALL Approved for —outside HVHZ: ALL Impact ReaMtatd: ALL Design Preeaure: ALL Dee From: ALL Daft To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Search Criteria Code Version: 2014 FL a: 16314 Appkatim Type: ALL Product Manufacturer. ALL Category: ALL Subcatseory: ALL Application Stahft: ALL Compliance Method: ALL fluent' A..—. Entity Contract Expired: ALL Product Model, Numberor Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved fat use outside HVHZ: ALL Impact Reatetent ALL Dosyn Prveeuro: ALL Date From: ALL Date 70: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Seach Criteria Code Vsralon: 2014 FL M: 6527.2 Application Type: ALL Product Nhnufacw— ALL cowry: ALL subcategory: ALL Applastlon States: ALL Compliance Method: ALL Quality Assurance Emttlltr Contract Expired: ALL Product Model, Number or Name: ALL ProductDwcriptlom ALL Approved for use In Hl ALL Approved fwuseoul*MeiiVHZ: ALL Impact Realahm: ALL Doslgn Preeaure: ALL Data I—: ALL pot To: ALL Search Criteria Code Versism 2014 FL 0: 1774 Application Type: ALL Product Manufacturer. ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Aewran. Entry Contract Expired: ALL Product Model. Number or Name: ALL Product Dwwipid : ALL Approved for caw in HVHZ: ALL Approved for tares outMe HVHZ: ALL Impact Resistant. ALL Design Pmsun: ALL Date From: ALL Darts To: ALL Pape 1 011 I 7r1MaH5 Pepe 1 of 1 I ]202015 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or I 7r,M15 Sal liDIIMaL 211 tad Ih4-Pandoo lath .um jaselon NostrM>i�l. Contact Enolnwr&Lkeme Validated ay Validated Submithad FOC A,—] APBmovad odial. Revision 2014 Nbyamsauwr Jinn Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/0612015 05/12/2015 Validated Catogory. Structural Components (253) 9244084 (SOB) 2245513 Subcategory: EnghowW Lumber pmanderson2®weyedor Compliance Method: Evaluation Report from a ueer.com Product Evaluation EMHy QuallevAewnnu Approved for t w Approved for the Impact Canada asp IF Product Model. Number or Name Product Description Contract Expiration Dow in HVNZ Outside W49 Resistant Pressure 1 Tit 110 Prefabricated Wood I-doist 03/312017 No You WA WA Search Criteria Code Version: 2014 Fl. t: 1830.1 Application type: ALL Product ManufacWrer: ALL Category: ALL Subcategory: ALL Application Stews: ALL Cwmpll—. Med d: ALL Quality Assurance Entity Contract Exxpired: ALL Product Model, Number w Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use ouuMe HVHZ: ALL Impact Rwhtent ALL Cooled P—un: ALL Date From: ALL Date To: ALL Florida Department of Business & Professional Regulation Papa I pat Building Codes and Standards 74=15 Product Approval Application Detail 949E Emkv or jog age pat, Pondua -DM jug Version Manufacturer Contact Engineer & Lipw..yatiddad By Validated su4NIYad l Aeadmmd AMR Review 2014 wayrhaeuser Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/062015 05112=15 Validated CaOeeory: SWctumi Components (253) 0244064 (SOB) 224-6513 SubCal*gory: Engineered Lumber J.arMerwn2awweyedms Compliance Method: Evaluation Report fran a U-- Product Evalua5on Entity aei Product Model. Number wNeme 5 Tit 580 Product Daepripeon Prefabricated Wood 140ist 4MdE$t7lp0e! Approved for Use Awrowd for Ilse Immict Dralea CoptnetEmintlon Doe In HVHZ Outside HVHZ jlligig of Pressure 03/3/2017 No Yes WA WA Search Crude Coin Voodoo: 2014 FL P. 1630.5 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory. ALL Appaestion Status: ALL Compliance Method: ALL Quaky Assurance Entity Contract Expired: ALL Product Model, Normeror Name: ALL Product DwcdP6on: ALL Approved for use it. HlM2: ALL Approved for caw onl*ide HVIIZ: ALL anpact Reslstnb ALL Design Pressure: ALL Dee From: ALL Dote To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Papa 1 of 1 I ]202016 2m EtWh, 20 21M IkMPeu9da dial. La Yodo Manaachum Contact Faaim tr a Lkrrw Validated By validated submitted F13C Approval dyed atom RevNtn 2014 Waywhas Jim Anderson ICC Evaluation Service, LLC James A. Rodman, P.E. 07I0&20t5 051122015 Validated Cotegery: Structural Component (253) 9244084 (6011) 224-5513 SuWwtogory: Engineered Lumbar jimanderson2tillweyerhas Conpltnu Method: Evaluation Report from a user.som Product EvMuseon Entity jlaa.t Product Model. Numberw Nema Product Deadripeon 3 Parallem PSL Parallel Strand Lumber Search Criteria Cade version: 2014 FL /: 6627.3 Appleetlon Type: ALL Product Nip a% Wrsr. ALL Category: ALL aubcataill ALL Application Status: ALL Compliance Modwd: ALL Quality Assurance Entry Contract Expired: ALL Product Model. Number or Name: ALL ProductDwcripNon: ALL Approved for uea In HVHZ: ALL Approved far caw onl*Me NVHZ: ALL Impact Res them, ALL Design Prsesure: ALL Data From: ALL Del. To: ALL lialMAssm— A-mvetl for Uw Approved fir Uae Inuou, ggpg Cantnet Expintbn Date In N outside HVHZ d$dtMnl PJ—rs 03/31=17 No Yes WA WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Mail Page I of I 72w1015 Sa9t Emkvw Pad go DataPending dMd Mad version Manufacturer Con mpt Engineer &License Validated By Validated aubmlUod FaCAeoroval Approved two Review 2014 Powers Steel Inc. watts powers Steven W. Schaub SAMUEL A 03262015 03/P3/2015 0313=015 08/23/2015 Approved Category: Structural Component (802) 437-1180 PE-005M GREENBERG, RE, SubGaiegory. Product Introduced as a Result of bill®powersateel.wm (813) 645-0166 ew NTechnology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engkeer awl &WWA Model. Number or Name Product Description OwlltvAwunra:e Amrovad for Uw Aonrowd for the anpapt Iumkm In HVHZ Quiet HVNZ P— nymt aA awre 1 PSboxSLT, PSboxSLT(5-5/8) Powms Stet libels sre field assembled lintels 01272010 No Yes WA WA consteng of prafomed steal lintel: combined paid cones masonry unit, grout. and stet reinforcing isms. Search Crberia Coda Version: 2014 FL d: 5450,1 Application Type: ALL Product Manmacurar. ALL Cafogory: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL PmduetMedel, Numb. —Nome: ALL Product Description: ALL Approved for caw In HVHZ ALL Approved for um WMMe HVHZ: ALL Impact Resistant ALL Design Pressure: ALL Dal* From: ALL Do%To: ALL Florida Department of Business & Professional Regulation Pam, t or 1 Building Codes and Standards 7202015 Product Approval Application Detail SAYE Entity orr loth 291 Del* Pmrdhg g!M LM vttuM¢ Manufacturer Io Enainwr&Llcenee Validated&V Willi ed &am= FEC Almdoval Answered sup, Revision 2014 Weymhwuser Jun Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 0710612015 05/12F2015 Validated Category: Sbuc unl Components (253)9244084 (ON) 224-6513 SUW*"ory: Engineered Lumber jimarideram2tilweyerhw Compliance Method: EVeWallon Report from a ueer.Com Product Evaluation Entity QualNV Assurarme Approved for Use Approved for Use Impact Cooled sea 0 Product Model, Number Name Product Description Contract EWI U- Dote In HVHZ Outride HVHZ Resistant j 2 TJI 210 Prefabricated Wood I -joist 0351]2017 No Yes. WA WA Ssaroh Cril*ria Cede Version: 2014 FL a: 163112 Application Typo: ALL Product WmelecWrsr. ALL Category: ALL Subcategory: ALL Appears -Sinus: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Nome: ALL ProductMGlption: ALL Approved lw use in HVHZ-. ALL Approvedforcaw-%WoNVN2: ALL Impact RasMtnt: ALL Design Preesurs: ALL Daft Franc ALL Deb To: ALL Florida Department of Business & Professional Regulation Pop I of I Building Codes and Standards 7r20=15 Product Approval Application Detail 2991 Entity or Date Dow Dam Pending jag mm Vamlon Manufacturer Conmgt Engineer A Uornw, Vandolwa, ValSubmitted FOO Approval Approved sma Revision 2014 ye"Whwuser Jim Anderson ICC Evstuffifon Service, LLC James A. Rodman, P.E. 07MSW15 05M=015 Validated Category: Structural Components (283) 9244ON (ON) 224-6611 SubCoUp : Engineered Lumber jim—Woon2awayerhw Compliance Method: Evaluation Report from a user... Product Evaluation Entity ang Product MdL Number or Name Approved for Use Aboroved for Lis Product Description a.ti)fldz outside H`4HZ M Me,t Daum R.I t 8t P—, 6 TJ115801) Pre(aGi aced Wood 140114 0 312017 No Yes WA WA Search CmefM Code Version: 2014 FL F: lew.6 Application Type: ALL Product Manufscgrer. ALL Calagary: ALL SuhparopoM• ALL Application Stuff: ALL Compliance Method: ALL QualityAsaunn. Entry Contract Esphad: ALL Product Model, Number or Name. ALL Product0waliall m ALL Approved for use in ll ALL Approved an was cal*he HVNZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL $"Mh Crmrie Code Version: 2014 FL Or. 6527.4 Applcadon Type: ALL Product Manufest w.. ALL Catoeory: ALL Subcategory: ALL Application Status: ALL Compiuw Masud: ALL Quality Awurenw Entity Contract Expired: ALL Product Model, Number or Name•. ALL Product Description: ALL Approved for use in HVHZ ALL Approved for caw-"*HVNZ: ALL impact Rembtnt ALL Design Pressure: ALL Data From:. ALL Date To: ALL Florida Department of Business & Professional Regulation Papa 1 or Building Codes and Standards 7Q0R015 Product Approval Application Detail Coda EBWxoL loth 21M DaftPOWN" dog Tape, Vare!ffi Manufacturer c4 tget Enal osr&Lteoma VslkVA&dBy Validated submitted Fe Aoorw l Awwwrod Am Revision 2014 Powem Steel Inc. winam powere Steven Schaub SAMUEL A 03262015 03123/2015 03K02015 08/222015 Approved Category: Structural Component (602) 437-1160 PE-00509 GREENBERG, RE, SubC.1all Produce Inboduced as a Result of Ng®powerssteel.com (813) 6450188 Now Technology Compiled. Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Pidasslonal Engineer am • Product Model. Number w Neme Approved for Uw. Approved for caw Product Deecdo600 Contract Expiration Due In HVHZ OreMe HVNZ lmosc gggpon Resistant Pnawn 1 PmvereOXB Untels Powers Steel Lintels are paid assembled consisting 01272015 No Yes WA WA of preformed steel lintals combined with slick or concede masonry unit, grout, and steal mkhfwdng bus. Search Criteria Code Version: 2014 FL 0: 11383.1 Application Type: ALL Product Manufacturer. ALL Category; ALL Subcategory: ALL Application altos: ALL Compniance method: ALL Quality Assurance angry Common Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use In HVHZ: ALL Approved for caw oulaide HVHZ: ALL impact Rootstown: ALL Design Pressure: ALL Data From: ALL Date To: ALL Search Crftaria Code Version: 2014 FL M: 1530.3 Appgcation Type: ALL Product Manufacturar: ALL Caeesory: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Awarrance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Dseerpthn: ALL Approved for caw In HVHZ: ALL Approved for caw outside HVHZ: ALL Impact Resistant ALL Design Pessurs: ALL Date From: ALL Data To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Search Crito le Code Version: 2D14 FL M: 6527.1 Appueetion Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL AppaceBon Statues: ALL Campus —Method: ALL Quality Assurance Entry Contract Expired: ALL Product Model, Number or Name: ALL Product Deaotption: ALL Approved for uw in HVHZ: ALL Approved for caw ouMMe HVHZ: ALL Impact Reslstrm. ALL Desgn Prowure: ALL Daft From: ALL Dab To: ALL Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page I of t 7r20/2015 Page 1 of 1 7202015 2298. Eat gild )erg Data Pending )erg j1g version Manufttum, contact Erminear&Liceme Validated RV Valuated Submhwd FBC Approval Approved Revision 2014 CAST-CRETE USA, Inc. Craig Prmno Mtemi-Dods BCCO - CER M104 Dade BCCO - VAL 03/162015 0W42015 03/182015 Approved Company, Structural Components (813) 8214641 (788) 315-250 SubCafpory: Products Introduced as a Result of oparrinoCcaslaalnaon New Technology Compliance Method: Certification Male or Listing �Idt1fBtmtlon D AonrIn HvKZ ilea Approved tam Z esiInfitan pa StoY Product Model, Number Name Product D.ncrielinn ContrsclEx Innlon Dab inNVlli Outside HVHZ �IEMBt jy�M, 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide MISS 0521/2016 Year Yes WA WA Seems CritM Code Va.[-: 2014 FL P. 168.1 Application Type: ALL Product Manunt.— ALL Cateaory: ALL Subcategory: ALL Application States: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Dweripllom ALL Approved for caw Is HVHZ: ALL Approved for caw meall HVHZ: ALL Impact Resetwt: ALL Design preeaum: ALL Data From: ALL Deft To: ALL PA Numbers PA1.0-PA1.4.dwf Tampa -F—,a N N Cu }, O Q- 0 m Co O M �L U) 2 0 E L„L O .� U)CIO —0 O N O L `!E ♦� W Q z z w J 0 O C0 � O Q Cf)�a O VCL U) V m m w � Q Z Z Q J SHEET N0. PA 1.4 V1 2,3 �1� y 9