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Home My WebLink About3200 Mouldren Hollow Dr4- INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS ABBREVIATIONS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS 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 Fig. Footing Ref. Refrigerator A.H.U. Air Handler Unit FIX Fixed Req'd. Required — — ALT. Alternate Galv. Galvanized Rm. Room — B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet FD D BRG. Bearing S.L. Side Li hts D —1 — - - Cir. Circle Int. Interior 9 Clg. Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir1E EDElDrEll 1:1 CJ Control Joint K.S. Knee Space S. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar E101:10EIDE]EI Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length TThicken D. Dryer T.O.B.06Top of Block [:J 11—] D D 171 IE] El 71:11 DB Door Bell LT. Laundry Tub Mas. Masonry T.O.M. Top of Masonry Dec. Decorative T.O.P. Top of Plate Ded. Dedicated Outlet Max Maximum 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. DryerVent UCL Under Cabinet Lighting D.W. Dishwasher Mir. Mirror Mono Monolithic U.N.O. Unless Noted Otherwise Ea. Each V. Shower Valves N.T.S. Not to Scale Opng. Opening S � tH?J�IHd3Z �0 �.I:.� E.W. Each Way VB Vanity Base Elec. Electrical Vert. Vertical 31do M3�n ' Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer S3�MdNlaa® FBC Florida Building Code PH PHONE W/ With Fin. Ar. Finished Floor P.L.Pound m WC Water Closet .- PLF Pounds per linear foot �i1H�i1�Hd3Z �, ��' l� 534V F.G. ixed Glass p W.A. Wedge Anchor r i"'"�1f1�3VCa30 ., Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof ,rvn , LIB A1dWO0 1'1 d Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 ADDED VAULT. CLG. MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. C� rEs zMO o _ z° z Q co z 0 Q) C w w OE~ = En In U o 0 w pE — Cl) cmc) N .O M O O NO O U� :F LL Y Q rn Sao u7 O d' rnQ o A� B Do N C B D C as t �,CS W 4F ..y i 0 . ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON Z O (D n i-4 4-J O Q (n M O M Q 'ro Ln a cn•L� Ln Q LL ram' M Z13� U Q OC) Q � E rB Z CD WJ 1.0 d• oz �, Z E¢ w¢�tY U. Z�z J T�1 iiawQ,�o OwLLN L LU W � OZ zz Qo a M w �3 � Z O = ULU ZO a o w0�� uam U � Q z ao U-°Qo0- ZJ w t�-1 w w rl LL! Q z oLU= ow U w dam' z z �Z z ca o g w < O Z ,� SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. CS N 0 65'-0" A D S3[-(P H.B.+ ■ OA W� IL N T I ` 17'-o-" I N 036 OWNER'S SUITE g CARPET 00 36O 5-SH 6" DPI R- W.I.C.••• CARPET M'� T 7'-8° I I I I = BUILDER TO N PROVIDE APPLIANCE p PROTECTION 2'-6" WHEN REQUIRED PER FBC 2 CAR GARAGE 8'-0" CLG. 20'-08„ 1—__________ I I I I I I I I I i78,a I I LINE TI. E - 10 r` c') I 00 CD 00 S3 I `" 5'-4" I o N - (4) 2x4 #2 SYP STUDS FIBERGLASS W/ USP HTT4 @BASE RROU 4'-0" I co m FAMILY R M I 9'-4" CLG. CARPET _� 23'-O8„ in 2668 HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROO I I I EDGE OF SLAB 2" BEYOND WALL K S3 T I 11 I 1 1 1 1 I I 1 1 I IX p=I I/� ¢ QO J K (4) 2x4 #2 SYP S3 STUDS W/ USP HTT4 @ BASE �-- 10'-10-8 I;n I Q I I p l I I p I I w I I � I I > I O I I 0 I I I I I NOTE: FINISHED I WALLS TO BE I I FLUSH. VERIFY IN I I FIELD. I ----- - - - - - CC S3 D G.T. l I I I I I I I I I I o o _ 2 _ 00 CD 60"x36" SHOWER ,_1 " D T AHU R.A.G. TYP @ 1 STORY A S3 W O ^ I — ---------- &S -- -- -- PT. W OPT. D 17 2:12 VAULTED CLG. _ ,,�N l_ _ - TILE 2868 - 3'-10" 7'-8" 3068 O -0" I I I ENTRY 8'-0" CLG. 9'-4' cL 6" 7 ' 11'-78" 6'-10" cv HDR AT T-4" ------- - — R&S — — — — — _ 2668 ib� - - - - - - - - - 4'-7" 8'-8" i� 5'-4 ``' I I _ �� 2668 r *" 14'-6" 5'-4" cn `� 4'-0" — R&S - - - - - - - I T-6" o a co `n I PATIO CAFE CLG. vi CARPET O 0 / I 5068 B.F. OPT. F. RE-t- BEDROOM I 8'-0" CLG. I CARPET I �o „ 2 „ 10'-4" T 2 M BEDROOM 3 8'-0" CLG. CARPET 10'-41" I co N �o w �� _i T JP8'-0" I _ I ILE 2.4 I 5'-3 � "' 4068 B.F. BEDR OM 4 BCAfI PET 11'-0' N 10 =W w o r -- __---- �------------- i --_� - D.W I pa� 3 z< is :3 L___ J / w J r Q N 20'-6$„ � U - GO SI Kwl ISP 2, AV_TIE Cl) // I / I �0`5 PANT Y =W �w L .� FLAT ,n= 5-SH r 16" DEEP M r oo oo `� rp-2„ I I I I FIBERGLASS �i� I SURROUND ° N I O I 00 @ o) TYP 1 STORY A S3 ■ EP)AD/ Vill N 3s 3s ----- --- - O C : N I I 11111,11ill 11 l7mil I I I I I H B EGRESS EGRESS A OS3 O 29'-8" HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 42 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 11 114 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) -1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 11,2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required *VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X251 S.H. 13 20X38J 18JX371 S.H. 14 20X50j 184X50 S.H. 15 20X63 184X62i S.H. 16 20X72 184X71 j S.H. 432 271/4X26 26X254 S.H. 433 27 1/4 X 38 j N/A S.H. 434 27 jX50 j N/A S.H. j 33 N/A 26 x 37 1 S.H. 434 N/A 26 x 50 S.H. 435 27 4 X 63 26 X 62 1/2 S.H. 436 27 4 X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37jX38j 36jX37314 S.H. 24 37 J X 50 j 36 4 X 50 S.H. 25 37JJX63 361X621/2 S.H. 26 37 J X 72 36 g X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 j WIDE S.H. 32 54 X 26 52 j X 25 4 S.H. 33 54 X 38 j 52 4 X 37 1 S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 j X 62 4 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. • 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 classi duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is located. Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic , crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +25.6 / -27.8 W +25.6 / -34.3 +24.5 / -26.7 OD +24.5 / -31.9 OE +23.0 / -25.2 +23.0 / -28.9 OG SEE SN SHEET OH SEE SN SHEET '� 40 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND r1111111111111111I q 11 11 - •• TYP. 2x FRAME WALL 11 7BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1 ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) '9 z M 0 — 0 Z CD Z z un (D Q -I--� w M p 'U — O LLJ � ~ 0 2 0 m� U LU0)M — $ 0) cc i CO "M-orco O CN o0 I° U tLL� 0Yn Y Q rn N LO 0 O /rnQ o A 1 N, C,B D C rrr� r ✓�� B D. �, N (y•. . ' �'•` a 0 O (v • s ��1�-'`� . NJ��a W W E N� • a � Z as • Y a 0 H '- a)O F E �� k`o LL W Q N Q M�'r111t1f3Q ,R OU F V F- ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z 0 > O M Q (n Ln a to L Q�LL� QC U fo a � Q E� z (° WC) J 0 oz 0 0�, zaa W< 80, z�U 0 z J U N m L oho zz o U M ILL. vai 3 _0o UU _ ('� �¢ � 2: o F ?" 0 Uarod N I� ce z<2 z a Q a¢¢� �g� Z Z r�-i oo�� L.0 �a, 0 LU J Lr) ri lL Q LLI z D ¢ n0z8 U �~ d L.P) z Z d� � z O QJ LU o ¢ z g �. .� a (10 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 1.0 I IN C^17 MIRROR O M [ILI Ll OWNER'S BATH o=(D DW KITCHEN ISLAND I i r �---------- i _ - P I ' I e OWNER'S BATH KITCHEN 0 00 SIN N. KITCHEN BATH 2 0 I 9 F- INTERIOR ELEVATIONS z th O O O z O z 'Q J z G (� Q) (/i LU V O Lu 0 �� oQ �- e-/ N Cl) Lt-I F— C) - M N a N O 15 Z N ID V) L lL 00 O Y = Y t- to CM O A 1n�.vo N C 8 D C a 0 ' o ao oa d5 LL• N • � `- � CL .° W ,� as Q '•� 10ZW •'� ° Z N o E W QNaN)-j= °fl111111 \ OU V ❑ ❑ 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 r� �4o 4 M O M aMLn V'oN ¢ -U� H a DC U Q 00 a �� § z M C) LU -j W Mj OZ I 0 LU Z 1 wZly,a UZOU Zuj w Dc Z Z ��// �� VJ J =� 4 W a - OR J T� aw,-no o V ;�OO O z z z > Q ¢o D M CU w z ° = cu _ z� — o� 0 v ,'..R X O U voUtma ;;;AN oaoa 1` w U z a c�¢a Q d- S�XFo Ce z z /� Ln LU°LLo a� w 1.1..1 J r-1 LJ i �L Q W Q z 0¢EO W Q z U o a ¢ w Z lid Z 0v¢ Q J = z ¢ z Uj U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 O SHEET NO. 2.0 50 n) N. 8"x8" SMOOTH TEXTURES CORBELS 1" x 9" SMOOTH TEXTURED 12 FREEZE BAND 5� HEEL 12 12 �5 u u u u U 3 TAB SHINGLES. ROOF F5 12 — INSTALLED AS PER MANUF. �5 _ — SPECIFICATIONS T.C.M. HDR HGT. 1 1-0" -- p--------- F5------- - - ------------------------------- -- -- - ------ TEXTURED ❑ 711 IE7: FE11 CEMENTICIOUS ❑ ■ L1171 ❑[71 ❑FINISH ON C.M.U. ❑ El ❑ (TYP. )FD r� _ IFDOF71 ED[:] I � F.FL. l +3" SMOOTH F2 TEXTURED BAND 12 5� 14'-0" RIDGE VENT 12 �5 T-0" RIDGE VENT 12 �5 FRONT ELEVATION - B1 SCALE: 1 /4"=V-0" 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. _ I HDR HGT. LEFT ELEVATION - B1. 1 /4"=19-0" 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/ portiand cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ, IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. **Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • ONAGIN (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 zM o _ z0 Z Q J a u, Zha Ul (D 4--J w M In .0 w O 0 = (/) 00 U w f— EE — 8 mMM c m M N-2N O O O U�U-00 N eo l Ly Y �o o 0 Q rn rn Q o A B D.co N C B D C / u, •,. ) o �Er� Z• J Who_ LIL as .< ", v t 0 43 6. E rn �••... W z 14 . F E S• i'� R��;fi9161111'��'�' ❑ ❑ 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. A 0 0 Z N O(I� H U C)M aU-) f0L0 5 Q LL CL M U Q 00 Z E fB LU O W J � d' 0, =O Q za z w4.� Oz8O z 0 zWWQ� I u Z Wz J � S W 04 o H ~z O w oZ z o > L.LI ¢ z � w T Q g a 14� U = /•� Q J ¢ �� LU o� boo 0 J4' Z 0 �W� U�m� N cr a a z LU LL w 0 z Q V LU of p O� 0 Z Z W d w W L0 Q z 8�0 v z¢~o Z ¢�z c o' V)z m � Q J = az Lu SCALE : AS NOTED DATE : 2/24/2014 TECH: M)AM ES VERSION NO. 2mO SHEET NO. 3.1 0 aLZ 0 EO T r1 KA — c a 1" x 9" SMOOTH TEXTURED FREEZE BAND 8"x8" SMOOTH 12 TEXTURES CORBELS 5� �12 T-O" 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 — B1 SSE ,/>.-,..o. 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. HDR HGT. 1 1-011 1'-0 01 TEXTURED CEMENTICIOUS TEXTURED FINISH ON C.M.U. 2'-0" p CEMENTICIOUS (TYP.) FINISH ON C.M.U. (TYP.) +3" SMOOTH TEXTURED BAND RIGHT ELEVATION — B1. General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. "*CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. ** (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. 'Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN, OF NET FREE AREA/ VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed (� Z M O O —°- O Z fO Z Q 13 __J CL 0 tA Ur Q) cn w •U - w 0 0:f 0 U LU ®� 0M M C @ COE N a N Ooo nto1— ar U .0 LL 00 � 0 � Y Y iz u7 < 8) a rn o A�a B D. ►► e OF7 So J ILL_ Z.� •�� W_ Q 15 to Z C 2,o•a LL E °' 9 -�ROFE. e W Q �` ,w1 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 (V h 0 ate-+ 00 n>-i-� M M Q - _5 Q LL Q � M _1 z a C00 z z ro WJ d' OZ �Ln Q Za g a r� VJ z wZ- zoo O z W W Q' tuz Q ��-J V..I L0,0 W R 0 Ow~zo m _1 LU Z > LU z w Q z �,ry v) 14 o z U = (� <LU �¢ a o� oz J 1 LU Ir 2 U 0 N L. a d ZWoj LUazaa Q p X 0 Z Z r^-iao Jdi r-i L j Q Z w a z O o z 0 �u.I~ z d' z t K gO Q Q J LIJ = ¢ z r-1 ri d Ln SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO, 10 SHEET NO. 3.2 2 2" *NOTE: VARIES 1'-10" 12 1" RADIUS '- CT)1" N M N N 50 - CO 1" FOAM TO BE USED ONLY WHEN - REQUIRED BY COMMUNITY SPECS. IF NOT, �� DETAIL TO BE 1" 2" OPENING VARIES 2" > 2-�I BUILT W/ STUCCO. EDGE OF OPENING f^ N 3 1/2" RADIUS 3/4" RADIUS 1/2" RADIUS 1" 4 4" 1/2" RADIUS V-54" VARIES VARIES "IV MIS `t , 0 c'> CV rN 32' 11" 2'I ill 11.8„ 22" 1 1/2" RADIUS 2 1/2" RADIUS VARIES 12 VARIES BASE 1N � r 4" 341 4„ CM IA - a c0 Iry 111 111 4" 4 4211 N 4 4 2" _ VARIES i2' 2 2 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY �* COMMUNITY IF NOT, ill DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2" 8" 2" �N 1'-611 illV-4" illSPECS. Q �N 1" in 4" 101, O I N 2111 4 �I<t cc - - IN �� 4' 2 _ � - N L 4!411 1 31, 10" 6" N 81 81 6„ 2- i],I �I G L 1-1/2" THICK 1-1/2" THICK rM w w r� 1-1/2" THICK 24' 00 IN 2'-4 1'-101, 1'-411 31, N 2r � 3211 5211 11 5" 52"01 51" 4 3„ 4 1" 2'Lj w >FIN rM 1 I 2 0 22' • co A VARIES VARIES 411 8„ 11, 32, �.�'� QR' VARIES VARIES N i--------- N I I W '46 CO 211 2 44' • N co Rga d a d KEYSTONE F11 OPTIONAL 4" GARAGE 0 DR. OPENING 4" KEYSTONE F11 OPTIONAL , 3„ 3 4 4" • ONSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH FOAM/ EPS MATERIAL IS ACCEPTED 00 h WINDOW OPENING 4" 4" VARIES 2" eo m 1 " NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED T-8" 4" T-0" 4" 101, 1,_4" 101, 14 1'-64 14 ;- 0 <O N 12 54 2'-1 II 1'-12' 54" V-4„ iv c� N. 7" 1" i � CV (V 1 " OPo� M M r Rrp„ - A 1" GENERAL NOTES: • • • 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) ACRYLIC SAND FINISH O � r Zo z Q J z Ln C U— w p 'U — tU O ~ 0 � V� i— o 0 m � U W aM co c fV cM Ep U f0"2M CN O O Ua�i 00 �Y �o-o to Od Q m 0) 0. Q O All B D® NCBDC ti N N co (V "r o rn O U-) O C14 co z «mnoz �Z Woo_� C u z m J rA N W / M m �,LLc uJ o W u 3 ar �Y a1 o � Z o0 —C.. �i• U) o m cW cm a C WQVaJC,)� N WO OF— �U U ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. A CD �cV z O 0) n F-1 0 (n M O M Q U-) Lr) a Cn •i v- N LL f-' a e- s 0� U C 00 a E �- z�� WJ C:) Oz �O Z d Z� Ea F w¢�� U Z O O UO Z�wa: Lu aw�g 1 T� W �M�o w L Q �z ZO > > `// U Z Z n3 o -0 � O �a U = fo LU o O < X U W LW.rHa 0- zi�(V zaR�< w Lug z c�aa Q a LU O � E O Z O 0.a W o Z LU Lr) W o,,� a w I � L13 57 � oZo z�Z l� z Cal151 L0 ZZ o a = z Lu r-I Cl- (n SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 2.0 SHEET NO. F 1 1 1 I I 1 1 I I 1 I I I I i I I 1 I I 1 I i I I 1 I I I I I I I 1 -----------------' 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. POWER CO. INTERSY' BON TERMINATIOF NEC 08, 250.94 J 200AINDOOR PANEL CENTER CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. opper to lights & outlets upper to 20 amp ckts copperto WH copperto Dryer 2 Alu 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 FEPP DUPLEX OUTLET ABOVE COUNTER FW.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 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 RECEPT. FOR ALARM' SYSTEM VERIFY METER LOCATION WITH O EXHAUSTFAN I _ — _ —C'I I BEDROOM ' PA •I.0 CAFE /�=-=I==-t--=- �l ;R.Q� EXHAUST FAN/LIGHT COMBINATION ' B E D Rr00 M 3 ®D ELECTRIC DOOR OPERATOR (OPTIONAL) \ L D.W.0 GFI CH CHIMES OPTIONAL / 1 INK I DIS _i_____ j OUCH -IN FOR I OPT. CLG. FAN/ O PUSHBUTTON SWITCH (OPTIONAL) PENDANT AS \ I i LIGHT PRE -WIRED Ny / 1 G PER SPECS �. 1� ROUGH -IN FOR SD SMOKE DETECTOR \ OPT. CLG. FAN/ CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) / 10 IT I - LIGHT PRE -WIRE I TELEPHONE (OPTIONAL) AC PAD / 3 GFI GFI _ _ • ��II © TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. qp [3' DEDICATED RECEPTACLE WP H.B. FOR MICROWAVE RANGE O THERMOSTAT G IDISC. HOOD PER SPECS �N ELECTRIC METER _a ELECTRIC PANEL DISCONNECT SWITCH SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: %4"=1'-0" Z M CD _ Z CO Z Q a. f � Z Z n�n ' W e/S 4--J w W O F- 0 CIO �V)04 o0 p ' V ist N co 0)to L.0 E F_ —3 M N O N Ooo N �lJ_00 I O y (5, Y t p O <Crn In It rnQo A I ~ _ _ N N m N a�D � o S rn �p � 00 0 " Z o �Z W0000 rMmZ 0 O LJ Z /yam I. lL '--I L.L ii J) N - W W to <> �0-� Cc 9;5 H C O CCC mm Z yME��R LLtaE^o 8 � Jo Wa0):9 N a co 0 of ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. I< O O Z (V O I>—I-i (n M O M Q LA N In LLro a cl U fu '-.q Z E fB W O W J� oZ o Ln W� Z ¢Q z Q Wacl: r� J 0SW� CL �o�Z Q U >aO�n O�wo FLo "Z � Z Z CZ,��// �— w a I..L. W M LU �QQ Z _0 U = (o O ¢ U� _ O __j LL_ >� F0a Q i U� r u W cca Z a c a o¢o¢ Z w Z J Lu Q Z ^ �0go Z W ,--I I- fi LLj a � Q o D J ri LLI o Z U O ~ ~ Q Z Z jz co Z t Uj to Z 2 Ln aZ O ^ g = uj r•1 1'� CL i /) g SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 4.0 VENTED SOF 46 SQ. FT. /r-K i-rrrl [1r1r-r-IT rn nn r--r V GIV I CLJ Okir_ -I I V J Q%JJ. F- I. ATTIC VENTILATION CALCULATIONS - B1 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of by Upper SQ. IN. of Of vented IN. of of ventilation to SQIN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided . Ventilation Ventilation S (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" 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 ITED SOFFIT ;Q. FT. ROOF PLAN SCALE: %4"=1 r-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 V300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN -- (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT -Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed Z_M 0 Z o Z Q J ZO nVi, _ W e/) �—� w o •U — Ow C =3 � 0 o 0 U w 0M M C M c) E2 M M — U OWIN O o L LL CO C) W L, Y 00 +o = Co rn a o o Q 01 � rn Q o AI NCBDC f!! ` Ody (`oo •. �y N •� � I O G r __ 7 LL '• LU QLL •c 'VV .,... y ie Z N 2 oa y Q aaM . 1a , W Nof �U __J o 60 El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 (V O n ►> U-) M Q � 170 Ln Q LL I-. a . c " U a •-I Q Z M ~ W J O d' oZ Io so z a H w¢�[r M-0 Z w w C ZWt1.1 J 7� a�Ow 0 L 0 0LU L Z z O V � Z C g Q a 0 _ uJ i zo „a J �a O Y5 VV o5 O w2co U a - - N �. CY= ZWo� �QZa Q ou Z Z WZ)u- o (Y w D LU _1 LI) ri LLJ Lij a O o Z o V 2�~ �} V Q Z � Z Ln Z � p� ch Z O Z� J LIJ 1 T ¢ Z n 1""I d (� SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 O SHEET NO. 5.0 c c d V-6" 5'-7g" 6'-0" TYP @ 1 STORY U.N.O. A S3 Rv 1 55'-10" 6'-0" 5' T-15" H,B.+ V-4" ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ e •{— — — — — — — — -� r o BUILDER TO 4' 0" 12'-1" W.H. PROVIDE APPLIANCE (2) #5 REBAR O 0 0„ PROTECTION WHEN REQUIRED VERTICALS w/ in i ■' I FILLED CELL I :: PER FBC 35`-4" 20'-6" 3-1/2" MIN 3000 PSI CONC. eo I SLAB FOR HERNANDO M J d COUNTY ONLY S3 I 3-1/2" MIN 2500 PSI CONC SLAB OVER 6 MIL VISQUEEN 2 -74 4-9" 4'-10" 1I VAPOR BARRIER .. ... (: ' I I I I o. _ 5'-3" 1'-10" 3 -6" N T I ; O I I : o o) ■.�� ............ ..........'........... `t 00 . -3 1/2" I oCY) M 6"X1'-O" FTG G _ I W/ (3) #5 E.W. S3 - 3'-5" SLOPE2'-6"x2' 7 7'-1" (2) #5 REBAR ■: ; , a : I 2'-6" x 2'-6" x V-0" I ; ; AHU I VER W/ (3) #5'S E.W. TYP @ 1 STORY U.N.O. A iv K CC I S3 ILLEL CELL I CO I : • � S3 - S3 �- I- - - I- CJ - - - - 0o I 25'-10 28" 9 5121. — — ■ 50" 60 i 2'-6"x2'-6"X1'-0" FTG i W/ (3) #5 E.W. INDICATES FILLED CELL w/ 3000 PSI i I PROVIDE %2" x 9" "' CONC. GROUT FROM FT. TOBEAMi RECESS FOR FRT. OOR W/ (1) #5 REBAR VERT ABOVE SLAB I 4" SLOPE L S3 �4 o 10 HVAC 4'-0" 4'-4" 4'-6" TYP @ ALL PLACES SHOWN I CHASE TOP OF CONC.I PAVER T BE 4" ' BASED ON 0'-0" BELOW ■ HOOKED FTG. DOWELS 5" EMBED FIN. FLR. ' ' :■ ■ W/ 25" EXT. ABOVE SLAB "GLADE 40 I i i LOCATION I ..::::::::::::::::::::::::::::::::: :::::::::::: ' ' ::: STEEL" / / ......... .............M .......... . I 16-10" 12'-10" o 0 4'-0" 10 STEPS AS PROVIDE 1 " RECESS i / 1 10 104 rr REQUIRED PER FIELD I D ; FOR SG. REFER TO KITCHEN ISLAND MASON'S SLOPE FOR OPT. .......... """" ' " LOW WALLS icj: " ' ' "" CONDITIONS WIDTH �� - - - - - - - - - - - - i CJ F CJ REF. ■ - - - - - - - CJ-�}j ■ - - - - - - —_ --_---- -___ -__ - _ F - I j CHASE TO ISLAND •.- 1i t TYP@1 STORY STORY U.N.O. I D.W. I C C .,�... Il A N o S3 �i� / I I I :: :• `t t in �r z L� � = J- � 111 S3 I :: I SINK / DISP -1 I t Cl) -31/2" t 0'-0" 16'-0" 2'-93-4" 6-10" ..... I .. .. � I 1 . q o d. i 0, .. ............ ................. :.... ................ ........... ............. ... ...................... H.B� Re_Aee v-fie, 3' TYP @ 1 STORY U.N.O. A S3 -0" L 5'-1 T-10" 1. 6'-0" L 6'-0" L 3'-10" L 2-1064" L 5'-1164 ""L 5'-0" L 5'-4" 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" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN --) ,. Uj W CONTROL JOINT DETAIL SCALE: 1 1/2"=V-0" .: •r #5 CONT REINF. SEE FND. FOR QUANTITY ;r #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. , . '. ... U.N.O. "Alternate: The reinf, bars shall be cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" � r Z M 0 Z Z U. Dru i--� w _ 0 U— w O � ~' 0 CO U w I.-EE v 8 a) co C� cu co `s D Cl) O_OO U� L LL op 7 U)CLo � Y Q Ol L0 O "t CL � Q O s D.eo NCB-D-C fftt IPI� f6�/e N Z«W v. co _1 �. Ea_ q uj•(•') � t'kw W o •...N =�,o W > � L ,•: Z "a W Q fnN'N M OU 0 F U O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 r4 O n N �>-+ (1)ro 0 M Q - z a w -c v- N 0 Q U- C" I M (j ro ,--I Z E J � W J oz �o W� zaa z� <¢ z w¢�Y 90Ce Zww= z� a w �2�W � z wEo Uiw L 1 T <V Q w o v zz >/ Q ¢O w C: O O U _ (Q O �¢ _ O o� �!O0O Q i VV¢ U"IM IQ?¢ Q � Z wago W Lli 1-1 ¢ LLJ z ¢ o ~oZU 2a¢ � L!i Z a m Z 'n Z m r _ ¢z a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 6.0 2112, A S3 (2) A N:CJ3M ; : rn �j CJ3 I CJ5 :: CJ5 EJ7 EJ7 if EJ7 EJ7 S3 EJ7 :: EJ7 I (2) EJ7 :: ... .. ... .. ... ... I1 �� EJ7 EJ7A ) EJ7 � � • • � : -- D1 S3 EJ7A EJ7 EVA ¢ G 1 000, EJ7A ... ... .' ... C7 (2 CJ31 EJ7A Q X �tN.... EJ51 EJ7A �Nz T U M CJ1 EJ7A U is; 7J1 GJ3' EJ7A o. EJ7B ' EJ5 I EJ5 EJ7B .. .. _m CJ5B EJ5 —ffo CJ3A ;; CJ3 ALO U v . ¢ Q Q Q ¢ Q Q Q Q ¢ ¢ Q ¢ "� ¢ ¢ ¢ ¢ <t m m C� C- U U U J1 Q U U (2) A (2) (2) q q q S3 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS 5YP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 -8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 - 10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HT74 1 3610 3105 50' ANCH. / 18 10dx1.112 HTT4 2715 5/8" ANCH. 120 10dxl-1/2 J HTT5 4350 3740 5/8"ANCH. I 26 10dx1-1/2" HTT5 3225 518"ANCH. I(28)10dxl-1/2 K HD B * 3130 3050 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 5/8" ANCH, 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 7/8" ANCH. 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 1550/3335 ** 1335/2820 ** 20 - 16d x 31/2" HUS26 1925/3295 — (20)16d x 3-1/2" Q HUS28 2000/4220 ** 1720/3125 ** 30 - 16d x 3 1/2" HUS28 2570/4345 — 30d -16d x 3-1/2" R MTS12 1000 860 14 - 10d x 1 1/2" MTW12 1195 1005 14-10d x 1-1/2" S MTS16 1000 860 14 - 10d x 1 1/2" MTW16 1195 1005 14-10d x 1-112" 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 1 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 HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12-10d SPT24 1030 12-10d HCP2 1 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS -- ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS (+ +) (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 wOR RR� CONT LEDGER INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE F-0" ON A HORIZONTAL PROJECTION, NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP a@ INT. BEARING U.N.O. ROOF FRAMING PLANT z M o _ Z C° Z O W pry a•- ur M •U — Ow 0� m ~ o o 0 V LL &- N M CcoCMM T :R M ® U win 00 s U- aa�i l 0 co� I h N co I\ Q O Y ¢ rn v rn o A1 N CC B,D,C ufit//z a • �a cli 00 'L� Z � � o e c? �� W _— NMI moo- .,, Zo r o«, �•, '0 N ,p°" z *` C LLN¢ �a S0a O Cj U O0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 ON Z O (1) r\ '—I a_+ O > U) M O M Q C) � z a cn•Ld- 5 LL � � QU a 00 � zE �E" CD WLU —j d' oz ;o E W zg fa z Wa-g& U Z OU O Q J Z w W y0Wz Ld ¢ J r I•S C}�8-O 8-0 ow 1� z L• — C -14 Z z 8z gz z ILL V)3r M O 0 U _ fu J L.L_ L o aor- f- 0 u 0 X0 LU oao¢ N 1 ` /� I.L Zw OJ CwJ 4 z Q Q �- g��o Z Z W090 a w W J Ln �--i L� 81g0= Ln � 5 o $�¢ 2:¢ ¢ z aujZ Z � oz gZ LU J a 0 z �..) a SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION No' 2v0 SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added 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 M WEI E Emmons E 0 a. E F TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = J u B/1T a z 6F16— 00 Z tNOMINAL. to QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL. HEIGHT FORM & GROUT SOLID O Z LU U O5 BAR CONT. 8F 12-1 B/1 T O V LINTEL DETAIL SCALE = N.T.S. #S EBAR MIN. .(1)RETTOP (1) REQ'D CLEAR ALTERNATE POWERS STEEL LINTEL ° ° O °a ° c .M.U. #5 REBAR AT TOP ° Q ° D Q L n ° a a GROUT MIN. (1) REQ'D J Q 1.112" CLEAR a a ° e o m 4 C.M.U. a 5 REBAR AT = U) -Z W 4 e O BOTTOM OF a rn rw- O o LINTEL CAVITY LUw m \ i 0 —BOTTOM REINFORCING PROVIDED IN LINTEL O Ci O 1- 4 ¢ t7 m Z z `—L O w to ¢ _' C1 D D QQ Qo #5 REBAR AT BOTTC AS INDICATED 7-5l8"ACTUAL NOMINAL WIDTH (VARIES) U) Lo ¢ n0 MATERIALS c preca-sl7intels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" 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. LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturers specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications O O 4'-6" LL 4'-6" LL O 5'-10" LL LINTEL PLAN SCALE: %4"=1'-0" Z o _ 0 Z CD O Z 'Q O CD n) (DM W N 4 J LU a U — O w H C (n � o o 0 V LU F— E N M OlmCMM NMN U Rig a) O o 0 ,=U-00 Fti Y = C6 0 05 ._ Q m O CL d)¢ O A, B D® NCB,D,C �° �•�'• .w �,\fie\ �..�,• V z alma 0 o ' . a N W �" WUM wQ ole— rI 3 z aa� W04"' U C%i)E4tC9' ❑ ❑ To the best of the Engineer's knowledge, Information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z (V O (1) r, > (n M 0 M i2 to L '� Q Lr) M cl� U Q CO Q � � Z CD WUJ MJ 50 Z �14 Q Za F LU UZ8O ZWWX �Dz0nfZ a> Om �c[o O L d— . OO UJ O z Z O Z ��;// M o o J¢ C z 0 U = fu mg J LU UJ PPo d�Yr- F 0 _ xU6 vama N Z J oao� A Z w � J ¢ Z Q Z 01 J ,�..I Q WC Z~~ FE� nOZo - Z d- Z �z o Q -� = a Z LU n rl t1 Cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 0 SHEET NO. 8.0 3 UA till Z 0 kr . NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2 PRESSURE TREATED LUMBER T T M THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVE V S HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE V CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE O VERIFY THE TYPE CONTRACTOR'S RESPONSIBILITY T 0 R OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS RE: FRC R308.4 R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY 11 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 ( ) URED S ABOVE ANY STANDING OR WALKING SURFACE, 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: 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 TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 2. 2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 2. 3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ed. (2014) AND FLORIDA BUILDING CODE 5th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. AL ROOF AND FL WI ARE T B LED BY L R FLOOR TRUSS SHOP DRAWINGS 0 E SIGNED AND SEA A FLA. REG, PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: ORCE CONCRE 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. 3.2. 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: 2„ C-I-P CONCRETE NOT EXPOSED: 1 GROUT FILLED MASONRY: 1 4. 1. 7• WELDED WIRE FABRIC (WWF): ASTM A-185 / A 185M-07 4. 1. 8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-I-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-1-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 3 1/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4. 3. 1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 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 0 S SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD R INTERIOR 00 USED FOR NTERIO APPLICATIONS SUCH AS SUB FLOORING AND N SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4,5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4. 5. 3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4. 5. 5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4. 6. 1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285 PSI 4. 7. 1. INSTALLATION OF ALL STEEL TO BE PERFORMED BYAN 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 siggn which identifies the termite treatment provider and need for re -inspection andtreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within 1'-0" of the building side wall. 4. FRG R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainfall occurs before vapor retarder placement, retreatment Is required. 9. FRC 13318.1.5 - C n rete overpour Ind mortar along the foundation perimeter must be removed �iNore exterior sotreatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1.6 - An exterior vertical chemical barrier must be installed after construction is complete, including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - All buildings are required to have pre -construction treatment. 13. FRC R318.1 - A certificate of compliance must be issued to the building department by 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 T-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. GARAGE DOORS (V = 140 MPH) TYPE: 5B 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 CON TRACTORS RESPONSIBILITY TO REVIEW ALL DR AWINGS 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. AIr)TC. GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1Y4' DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" 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 Y8'. 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. u7 Z M O z� Q J nn�` Q) cn w p 'U -- 0W V) = � lii o 0 U LU -8 �M Cr0 M c0 O co Ooa U� U_ co U5CLo Y Q rn to O "T rn%Q o A� N C H D C B D® V / 2=�co O 0c) e W m s......�. � • Z Z (y U) .� =ova N F E S S� �4 LL�7 ,-,��i Z rgrtE ° Q Q k t�t� W n, OU U O ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. r=0 ON Z O a) I\ 1-�'+-'O r>-iCD M Q "gyp a z 0 Q LL Lr, nC UM a 00 ono E ro Z WJ C:) J oZ R cr,o z as z� <a UzO,p Z R W Q "zNz Z�1w T >ao� oMrz0 W 0 V) Zo 0 Ce '� z z Ln z M o a U _ fu F_ ZD LU L� oZ W orr g m N A U 2 a oaoa Z W z J Q 1 �a¢a � �U- Z Z +�1 Sao w J ri W 7 Q Q Z V,pzo E!'< z 910 �} V m Lei Z g = 0zn z O r-i a U) g SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. SN CORNER OF HOME GARAGE SIDE C� w J co c� ROOF DIAPHRAGM NAILING SCHEDULE RIDGF I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + +� + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYR) + + 6'-0" + + + + + 6'-0" + + + + + + +++ +++ + + + + + + + + + + + + + + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + + ++ +++ +++++++++ +1 2 — 15/32" CDX PLYWOOD OR 7/16" OSB \—RIDGE LINE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 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. Backer and Filler Block Dimensions BCI®Joist Backer Block Series Thickness Filler Block Thickness 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood anels or 2 x p 1-1 /8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x — + 5/8" or 3/4" wood panel 1-118" or two 112" 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 o � k FILL CELL w STD. 90' CONT, #5 BAR HOOK il IN STD. 900 HOOK r— BOND BEAM CONT. #5 BAR #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @INT. BRIG. WALL N.T.S. 1/8" min. 2" max }Small gap 2" min. • � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. 2xrequired when indicated or 4" max._: 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 WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR 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 details in One 10d box areas=20 of high or=20 sinker lateral load. nail each side 10'�0" at bearing. TANK -LESS W/H H C G O O O 5'-0" Q - STUB -OUT FOR O o 0 GAS METER O o � U O ~O • 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. T-5" (2) 16d TOENAILS 2" X 6" @ 16" O.C. 10'-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3) 16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4) 16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 1 T-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 Boise Joist Blocking Use 3" (10d) nails at 6" o.c. Load bearing walls Provide adequate bearing for each lapped joist. Squash block) —10d nails SECTION @ INT. BRG. WALL 2x4 minimum Bearing wall, Versa -Lam LVL or N.T.S. Glulam Beam NO HOLES (EXCEPT MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) (see table below) D le (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist BearingLocation Series Depth End Intermediate BC15000P 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d BCI 6000s® BC16500s(D 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI 60s® 11-7/8" 2-8d 3-8d _14"_ 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-718" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d U; M 5/81 THE BOL R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION AIN. EMBEDMENT SCHEDULEFOR AND QUANTITY )F FASTENERS 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 A 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION higher than 15001b. \J� TYPICAL HTA 20-18 / HTA 20 BLOCKING PANEL, INTERIOR INSTALLATION TYPICAL MTW INSTALLATION Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid PLUMBING LINE vertical plumbing TOP (2) #5's x 4'-0" 3" max CENETERED @ PIPE PVC OR SCH40 SLEEVE JOISTS OFFSET A/C CHASE 4" PVC PENETRATION N.T.S. SLEEVE THRU STEM d ° a WALL a ° ° Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration.— 6r A 1Yz" ROUND HOLE MAY Err 6�r DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT LISTED BELOW IS REQUIRED FOR ALL HOLED GREATER THAN 1% NOTES: 1. JOISTS MUST BE PROPERLY DESIGNED TO MEET BUILDING CODE REQUIREMENTS. 2. TABLE IS FOR UNIFORMLY LOADED MAXIMUM LOADS OF 40 PSL(LIVE) AND 15 PSF (DEAD) ON SIMPLE SPAN APPLICATIONS ONLY. 3. REFER TO JOIST SPECIFIER GUIDE FOR INSTALLATION AND OTHER INFO. 4. SELECT A TABLE ROW BASED ON JOIST DEPTH AND THE ACTUAL JOIST SPAN ROUNDED UP TO THE NEAREST TABLE SPAN. SCAN ACROSS THE ROW TO THE COLUMN HEADED BY THE APPROPRIATE ROUND HOLE DIAMETER OR RECTANGULAR HOLE SIDE. USE THE LONGEST SIDE OF A RECTANGULAR HOLE. THE TABLE VALUES IS THE CLOSEST THAT THE CENTERLINE OF THE NEAREST SUPPORT. 5. THE ENTIRE WEB MAY BE CUT OUT. DO NOT CUT THE FLANGES. HOLES APPLY TO EITHER SINGLE OR MULTIPLE JOISTS IN REPETITIVE MEMBER CONDITIONS. 6. FOR MULTIPLE HOLES, THE AMOUNT OF UNCUT WEB BETWEEN HOLES MUST EQUAL AT LEAST TWICE THE DIAMETER (OR LONGEST SIDE) OF THE LARGEST HOLE. 7. %" ROUND KNOCKOUTS IN THE WEB MAY BE REMOVED BY USING A SHORT PIECE OF METAL PIPE AND HAMMER. 8. HOLES MAY BE POSITIONED VERTICALLY ANYWHERE IN THE WEB. THE JOIST MAY BE SET WITH THE 1t/z" 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. JC Backer block (12" wide min.) �I I ICI I II rl I li = T Nail with 10-10d nails. I I (- Install tightto top flange. SLEEVE THRU STEM—� .. ySEE PLAN FOR °• d • FOUNDATION INFO 4' 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. Web 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 d 7 4 ° T E-1 II— a A — A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4' 0"—\ CENETERED @ PIPE PENETRATION ° G ° PVC OR SCH40 SLEEVE PLUMBING LINE Z • C , • ' G 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 Fr -IIWII�I �' 11- '._` SEE FND. PLN. SIZE & REINF. zMO— o z Q O a. U) z O UI' �C7/71 W cn 4-1 w p 'U - w O ~ N o0 �V) Co I— U .M C W F_ E — p U CIOM ats co O O o U_00 ,y 0 In o .4- 0 CL rnQ o A N C B D C .� o B D �Sw O pew••• t gff off¢ Z'J 61 WM��., LO 10 `*-� <� -. U) ._..- �P Z ' .4E.S5t• gg O V U O ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N 0 W N � C:)M Q (n 3 Ln LL Ln H � U_ to Q ^ � fu '—' U z a C CO z Z WJ C:) d- J oZ �R L z Za �� 15 w¢1.�2a UZO0 •• a U Zww� Z (D 0 LH g J 1' o � UF�o L- LI oZ zo a) F— Q U zZ rl 0 z C: M O V a U �¢ o� �L0 k i; Ua ma z¢�� (n 8 z LU w cy o = J Ln rl lL Q w z ¢ �00zU U La~ dam- QZ k Z aN �Z CalZ o g LU U o ¢z W SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 VARIES / INSU 5/8" OR 1/2" HIGH-J STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS I INSULATION PER CHART ON FLOOR PLAN 1x2 P.T. HORIZONTALJ NAILER STD. 90-HOOK (SEE DETAIL 12" 2x #2 SPF STUDS - @16" O.C. W/ (2) 16d TOENAILS T & B 2x P.T. PLATE (1) LAYER TYPE II (#30) (2) 175 CUNT. ON 3" 6 x 6 W1.4 x W1.4 r UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 e (2) LAYERS TYPE I OR TYPE II (#15 OR #30) UNDERLAYMENT I I III—III-1 m e' ' W I I —I I —I I I7 FOR ROOF PITCH 4:12 OR LESS.=I I WI I I I W I I=1 I I=' 1—� I I� �, I I l-1 I I —I o • I l 1=1 PRE ENGINEERED WOOD = 11. TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACH -III—I I 1=III-III—I I =III= I- I I' TRUSS (SEE UPLIFT SCHED.) W/ 8„ -" -I �] , I I=T I I I I I METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA ti� •� 2xSUB FASCIA (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. <- 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE, d 1/4" DIA. X 31/4" TAPCONS @ 24" O/C & ci @ 6" MAX FROM END OF 2 x PLATE <V 5/8"OR 1/2" HIGH STRENGTH "TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH —X -TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ 2_16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TOP PLATE TRUSS ALIGNED WITH STUD BELOW S.P.F. DOUBLE WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > 8'-6". SHEATHING W/ COMMON NAILS @ 4" O.C. @BOUNDARIES, 6" O.C. @ INSULATION PER CHART ON FLOOR PLAN INSULATION PER CHART ON FLOOR PLAN 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8"' x 10J BOLT @ 24 O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE Co ELEV. 0'-0" OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR I OIL A.F.F. a@ O.C..OR5.) 2" x6W1.4xW1.4 @24"O.C.) 2„ 6x6W1.4xW1,4 ° a WWF OR FIBERMESH WWF OR FIBERMESH �31/2"MIN. �31/2"MIN. a Q A 4 d ELEV. -0'-31/2" Z > ° a d �° d A.F.F. O e e d 2x4 CONT. Z a ° LL 75, „ „ N I —I � WI, I-1/2 (min.)- 4 1_ _ 1/2 (min.)- 4III—II T11I„" 00 "'AP 31/7(min.) - 4" I I=1 I. I =III —III- 31/2"(min.) - 4" =1 =1 I —I I I I —I I(GARAGE DEPTH VARIES a _ —I I j 11' -III=1 �I I r g a s a I I III III —III I I' '' =1 11=—I I r= 11=1 11Fl III-1 I I I' (2) #5 CONT. i 11�41TI8 r 4" 1'-4" 8" (2) #5 CONT. U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP rB_�� TYPICAL BEARING WALL STEP SHEARWALL C TYPICAL BEARING WALL @ STEP K"CC SCALE: 3/4"=V-0" ill S3 7 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" S3 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C SEE SOFFIT SHEET LOAD BEARING OR 2x S.P.F. STUDS @ 16" O.C. 2x STUD BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. (2) ROWS OF 2x BLOCKING @ 2x STUDS @ 16" O/C � ,o 0\11 s 8"x8CK KNOCK -OUT EXTERIOR WALL 8" C.M.U. THIRD POINTS BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 SEE CC/S3 OR c"I LAYERS W/TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "J" 5/8"° x 10" "J" BOLT 24" 0/C W/ 2"°X 3/16" @ METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL 8" C.M.U. TYPICAL BOLT INFO. 5/8"x6" BOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK ( IF NO UP LIFT ON @ 24" O.C. VERT. OR USP SPT22 @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/11 FINISH 1x2 PT WD FURRING @ 24" O.C. 1/2" GYPSUM WALLBOARD (1) #5 VERT. IN FILL U.N.O. CELLS (SEE FOUNDATION PLAN FOR LOCATIONS) 1x4 P.T. BASE NAILER 4"x4" INSPECTION 31/4" BASEBOARD PORT AT EACH FILLED CELL TYPICAL MIN. 2500 PSI CONC. SLAB Cl) AT GARAGE CONTRACTOR MIN PSI MAY VARY PER U TO CUT BLOCK OR POUR MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 W a NOTE:EXTEND W1.4XW1.4 WWF OR - DECO DECO FINISH 4" to 6" "FIBERMESH" GRADE 00 D 6 MIL VAPOR 00 BARRIER p. I— r TII COMP. SOIL. ° (COMPACTED TO 95% I I I I MODIFIED PROCTOR I I I T I I I ASTM D1557) MIN. CLR. (2) #5 REBAR CONT._/3" ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" = 1'-0" S3 OPT: DEPRESS SLAB 5 %" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB 14" PAVERS O.H.D. RECESS z I ,T fil— . y • 4.. + III —III- � I ILI O0 111=I — I I= —III !.a' •! '.• ' III -11 f=I I •�1=1 I r : III III_( SEE A/S3 OR J/S6 -1 I I111111=_,III , I lI rl l l= FOR REINF. INFO. 3" MIN. CLEARANCE 1' 4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J,1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. *USP SPT22 TYP. - MONO OR STEMWALL- FOOTING MONO SHOWN FOR CLARITY , NOTE: *FOR BEARING WALL W/ UPLIFT ONLY (6) IN x3 IN I APCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING `2 SPACED EVENLY FIBERMESH WEEP SCREED INSTALLED BAR 2x P.T. PLATE ASSUMED FINISHED � PER MANUF. #3 OR #4 REINFORCING BAR GRADE r � � � . � ° .p _ z_ FINISH GRADE r" GRADE 40 MIN. F - 40ksi #3 & #4 LAP SPLICE y- [GRADE 60 MIN. Fy= 60ksi] z -0 o 25" MIN. LAP [30"MIN. LAP] ° —III—I III ° o °D _ _ O° 6 MIL VAPOR BARRIER =I I I I o ° I I=III=L=I I °° 1- I=1 11, II-, #5 REINFORCING BAR R 1 7/8 = III—III=III_III III ; -� N Z NOTE: SEE SECTION C/S3 FOR ADDITIONAL INFORMATION USP SPT22 CONNECTOR 2x P.T. PLATE SPACE ANCHOR BOLTS 6" MAX FROM w END OF 2" x PLATE � D U —III—III—III . Uj w ° r- (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < T-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > T-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) 5 E 6x6W1.4xW1.4 WWF OR FIBERMESH r v e II III -III -III-' ° III —III —III —I I I_I I I —I IF z 11 1 0. I I —III —I 11- I III ,- #5 LAP SPLICE I (2) #5 CONT. =111=1 11-1 I I I i-1 I( 11- D° —III III III —III —III —I g 11 . III —III —I I I a ° III —III —III —III —III —III N I I i I I °. I I —I 1 _,iIII—, 11- COMP. SOIL. (COMPACTED TO _ _ _ _ _ _ _ _1 95% MODIFIED PROCTOR ASTM �= I1=f I 1=1 I 1=1=1 I1=1 I -I i =1 III III III III III III III III III III III III III=1 D1557) III III=1TI=III—I III=1 I I=1 I I=1=1 I=1=1 1=1=1 I=1=I I 1— 1I=1=1=' 4" 1' �4, —I FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" S3 SEE TYP WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. 6x6W1.4xW1.4 3 1/2" WWF OR FIBERMESH min.) 4 ° ° ° d GRADE .a . 00 -(1) #5 REBAR w/ OPT. 11=SCREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=V-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS (V ' M Ch :..• •. 'a:: .. a.• '. -III—I I :. a..: 4; 1 co I��III�III ",:...:.. .. IIIII�11 SEE A/S3 OR J/S6 I Il+I I, I ,� I —11 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STORY) V-8" (2 STORY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. 2„ HOLD GYP. BD. 1/2" FROM SLAB 0�1-0,1 0 CONT. BEAD SEALANT a INTERIOR 2X STUDS @ 24" O.C. U.N.O. a ` a -31 �2" � GARAGE CONCRETE NAILS W 1 112' 1/2" GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB n6x6W1.4xW1.4 N ' WWFORFIBERMESH E- co 6 MIL VAPOR BARRIER = - I I I I �1 ' 1 11=1 I =1 I —III —III —I I I- 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 36" MIN. LAP 136" MIN. LAP] ON 3" CHAIRS 8" V-4" 8"(TYP ) 10" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT rG SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VARIES - FRAME -DOWN FALSE BEAM w/ (3) SEE PLAN 1 1/2" RECESS FOR W OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD SEE ROOF PLAN S.G.D. (U.N.O.) r AT 24" O.C. MAX. FOR TRUSS ° e M SEE PLAN FOR x CONNECTION INFO c;1 TOP OF BEAM & LAYOUT DESIGN ° - SEE ROOF PLAN 00_ - _ - - a a ° .a ° FOR STRUCTURAL BEAM SIZE & v - I °' I (= N ' I a —11, 2x4 P.T. CONNECTION INFO coI I . ° e' III- PLATE I• I — — — I (I o.s.e. 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 COLUMN LOCATION z ATTACHED PER NAILING FOR REINF. INFO. w SCHEDULE OPTION #1 EE j SEE TYP. WALL SECTION FOR ADDITIONAL > J SLAB INFORMATION. w Uj ILLI SLAB STEP & RECESS S.G.D. rM Cn SEE FLOOR PLAN FOR SCALE: 3/4"=V-0" S3 STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE w/ 1 /4"x3" TAPCONS AT 8" O.C. 0'-0" FIN. FLR.A TRIM PER PLAN SQUARE CMU BLOCK BASE, SIZE VARIES PER PLAN w/ MIN. (2) #5 VERTICALS FILLED SOLID BRICK PAVERS or SLAB PER COMMUNITY SPECS MASONRY WALL AND - PAD FOOTING 8" MASONRY WALL EXTEND FILL CELLS TO FOUNDATION PAD _ CONT. FOOTING STEEL MAT REINFORCING. r ' M 00 GRADE- - 1 77111 4 ° LL' ;III —III ° a a. � —I— 4I I I — III— z� W o I —III —I —III—III—III=1 l � 0 a. Lij0 U) III II II • a• I 1=1 1=1I I_ Z Z i= ° M-� U' I =1 :I 1=1 1=1 1=1 =1 I I I— FOOTINGLU -III III —III —I I 1=1—III III —III —III_ -1 1=1 1=' BEYOND PAD REINFORCEMENT -III-III-I i-" 3"MIN . CLEARANCE (SEE SCHEDULE) FOOTING WIDTH SEE SCHEDULE PATIO COLUMN FTG. DETAIL N SCALE: N.T.S. �S3_ z M o O _ z� z� J a. U) z O Q) U—) w (10 C) +U — w 0 LU = m ~ E Vi o0 �U E- E �P Cl)W c m co O maN o `0 ,E ILL i—y Y co Q O Q mv 0) A , N a 6 D C BD "�+Wj • No• V_-2-4- lw � LL LLI aj LLI . Z �Q`• vg z a# QrEsgg(91 IL , W N U U ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O ON z 0�N O 00 > U-) M M Q 3 Ln z in Q a) LJ . In �1 \ Q V a r-i O zro F- J � W oz Za C/) F v¢o� z o _ V 5..W U w Z Z QU �-- LU W j��W J T Q n � o o rz � _J W OO FZZ }z >_ Z W a Z tn� 0 z p U = ca a L� LU o� ' ::D 0 X ma �za N LL Wow C4 Q d' 8 �d z ,^-I � a g o w J In T -4 LLI Q z __ Q z o ~z Q� I ^ z aN U) Z m � 4 J Z J ¢ Z T-I a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2mO SHEET N0. 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 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 HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1) 10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAILri SCALE: N.T.S. SL� 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" 0/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX __/ W/ 8" EMBEDMENT /,2 �11 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK -MP— KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) PROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. ZSEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. VENT OR 2ND FLOOR 1/2" MINIMUM CEMENT FINISH TYPICAL C.M.U. WALL STANDARD 3" DIA. TEE 3/4" FURRING STRIPS THREADED 3" DIA. EXTENSION 1/2" GYPSUM BOARD SCREW OFF CAP (3" DIA.) W/ DRYWALL SCREWS FOR CLEAN -OUT @ 8" O.C. OR 4d MIN. EXTENSION FROM DRYWALL NAILS EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 2 1/4" DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCKOUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 d ° Q d d 8 STD. 90 HOOK 8 LINTEL BEAM W/ (1) #5 CONT. IN OPENINGS GREATER THAN 6-0" WIDE (U.N.O. ON PLAN) OPENING FILLED CELL W/ (1) #5 VERTICAL SEE FDN. PLAN FOR LOCATION NOTES: 1❑ 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. 0 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. OPENINGS LESS THAN OR EQUAL TO 6-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4, FORM CONCRETE INSET TO 1/2"X9 1/2" PLYWOOD CREATE A SOLID BASE FOR SCRAP MATERIAL BLOCK WALL ABOVE. MOUNTING BASE SHOWN IN POSITION —2x6 MOUNTING BASE J a Cr T t>t NX\ \1001"r 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR---, GARAGE DOOR ROLLER CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a d ° e ° °d d POURED CONCRETE BASE FOR BOTTOM OF MOUNTING B/ BLOCK WALL. RECESSED SPACE TO BE 2" ABOVE FINISHED FOR GARAGE DOOR AND WATER GARAGE FLOOR. SHED FORWARD THIS DRAWING. PARTIAL INTERIOR ELEVATION SCALE: N.T.S. 7 5/81, 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ CL ` DOOR OPENING DOOR OPENING EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA. x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR, ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) TRUSS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO BLOCKING W/ 2-16d TOE NAILS NOT TRANSFER LOAD. @ EACH END ° d d WALL a 4 ° a DOOR STOP vw d ° ° MOLDING z �a — d 2x TOP PLATE V2-16d GARAGE NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P,T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. vvv PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE ° d NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL ri TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) — 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 t� GREATER HEADER `—(2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE \-2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/; ** HOLD DOWN CONNECTIONS # Op�00,Q FN/NC, NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL rQ SCALE: N.T.S. SL� -USP SPT4 SPT24 2X STUDS @ 24" O.C. r� L TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d C P.T. ATE SEE TYPICAL WALL SECTION 12 (TYP.) SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. --CRICKET AS REQUIRED USP SPT24 @ EA. STUD I/ 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING (" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS = __ USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS 11 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 -tt— ALT. KNEEWALL ABOVE MASONRY WALL DETAIL PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF 48,SPLICE STAGGERED f-10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ Y816d TOENAILS TO P PLATE NOTE: PLATE LENGTHS MUST BE BOTTOM SPLIC AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL rM SCALE: N.T.S. S4 F= 2240 LBS �7 USP C nor or 14 SPT24 Or Jr 1'+ JV USP SPT22 USP SPT4 10c ST J- M, TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL NAILED INTO TRANSOM FRAMING SP SPT4 ° a ° d 2X8 P.T. BOTTOM P ATE C USP USP SPT4 SPT24 NAILED INTO TRANSOM FRAMING USP_ SPT22 SP SPT4 SCALE: N.T.S. 2X TOP PLATE DVERLAPPING NAILS @ 6" kGGERED 130LTS @ 24" O.C. �X 2X P.T. PLATE 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) SPT4 11 C ROOF TRUSS ABOVE 2X BLOCKING 0 -(2)16d TOE NAILS EA, BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ Z-0" O.C. MASONRY WALL f 10d NAILS @ 4 10d NAILS @ 6" O.C. STAGGERED A STAGGERED TRANSOM FRAMING 0 o BEYOND. ❑ PLYWOOD o E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" 54 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 ° 2X8 P.T. BOTTOM PLATE UU 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 �R� SCALE: N.T.S. 0 Z M 0 z� Q J a z (1) CO 4—J w • iC) U — 0 E t/) i� In � o o 0 U W E _ U 0�M C N M 0 0 N L LL 00 cu U00 t" Y 0 O Qo� 0 CL M < 0 A I B D® NCB DC �EP OAp,I rti c�O\ 10z . X to c-SOREi�aP WLZ Q m 04 W Ito `" `,/',f1j. � U � I-] 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 0 �+ r > O M Q LL V) < - � Ln 0C U Q z� c( z � z o 12J W mi OZ �o W� za w¢0� Vzop ZWWiQUQl Y j Z Z �2 - T� }dog awLU,o So L W of z z ro 2:z H C: M ' O Z O U = fu (1) �a Uj — o IY9 O k, Cis L1J U�m� a oao� N Zwo� �¢za a� a z z °p90 m z � � W J Ll� r-•1 LJ.I Q LLj z a 0 z cn no z oU S Y Q W~~ wz Z z z aQ Nz m = �R az U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 O SHEET NO. S4 .il'IFI S"I ! rN I I 'PIF: ,. ,. r in ut',�: _ ,,. cc. -.._, SEE STRUCTURAL _\ SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NOTES AND NAILING BACKNAIL W/ (2) 16d NAILS SHEATHING DETAIL OUTLOOKERZ @ 24 O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAL -SEE BLOCKING FOR : • OUTLOOKER ELEVATIONS) FIRST FOUR 7!f@ 24" O.C. SEE STRUCTURAL- ROWS OF 45° ± 24" MAX. TOP CORD BLOCKING 45°± 2X4 CONT"L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ 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 CROSSBRACE 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 „ „ L 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 90% OF WEB @ $'-0" 0/C. EXTEND @ LEAST 90% OF USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ A. EACH JOINT W/ (2) 10d & (2) EACH JOINT W/ (2) EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & (2) 10d TOE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL - SEE NAILS @ EA. END SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING ' 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP 2x4 PANEL BLOCKING — —I 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 & mu 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" O/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" OC TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH "J" MOISTURE BARRIER .. USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. WEEP SCREED INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 5/8"x 10" BOLT @ 32" O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT VERT. WEB (24" O/C MAX.) W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) NOTE: IF EMBEDDED SECTION TAPCONS. SECTION STRAP MISSED VERTICAL 2 SECTION 3 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S`j SCALE: N.T.S. SJ SP HGAM10 W/ (4 4"x1-3/4" WEDGE OLTS & (4) SDS 1/ 1 1/2" SCREWS REFER TO DETAIL J ON SHEET S5 FOR r SEE STRUCTURAL— X-BRACING, AND TOP Q co M x NOTES AND NAILING CHORD BLOCKING N - SCHEDULE FOR INFORMATION co 00 °° SHEATHING DETAIL 1 1 1/ ••. 2"x4" CROSS BRACE - WOOD TRUSSES 00 cc APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF t2' 10d & (2)10d TOE BOTT. CHORD FOR 4 NAILS @ EA. END TRUSS SPANS ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FI 48" FOR THE FIRST ROWS OF (4) (4) 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 0/C W/ 2 -16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONN . 6@ 3) EACH 30d COMMON NAIL MAYBE REPLACED W/(2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON -LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SCALE: N.T.S. SCJ 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING SEE PLAN FOR OCATIONS) j 10dx3" O/C TOENAIL 6" O/C W/ (2)16d TYPICAL (2) 16d PER NAILS JOINT L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIEN. S'EEEMM/S5 CROSS BRACING DETAIL J RUN ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T,S. SCALE: N.T.S. SrJ 1 GABLE TRUSS Sul "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE 6.9 1 MAX. AND LOCATION) S5 GABLE END BRACING DETAIL S5 %a II ° I� II IL ° II `e Ila CONT. BEARING MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C 16d NAILS @ 24 O/C TOP CORD WOOD TRUSSES BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND : AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2)16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E ES AND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SIDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4 "T" ON TOP OF PANEL-J BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS 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 GABLE END BRACING DETAIL "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) SCALE: 3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION BACKNAIL W/24 OUTLOOKER 16d NAILSO/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ OF TRUSSES @ OUTLOOKEDGES OF vIff SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2) 16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION 4 SCALE: N.T.S. SrJ 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) z w BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL -(a SCALE: N.T.S. S5 2x4 7' BLOCKING 2x4 BLOCKING @ 48" O.C. L BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB —J SINGLE "L" BRACING DETAILr6 SCALE: N.T.S. , DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS T!RTRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. � ---- LU 0 , O d. 0 Iz o W m o 0 o 0 w Q o o o T Lu ARCHITECTURAL FINISH NOTE: EXT. WALL CONN.0" NON -LOAD BEARING LOCATIOR (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"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD HIP FRAMING REFERENCE PLAN 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) 7' BRACING MAY BE USED IN PLACE OF PERMANENT BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN AS PER BCSI 1-03 SCISSOR TRUSS /TOP & BOTTOM CHORD GABLE END BRACING @ 4'-0" O.C. MAX. FOR FIRST (4) ROWS OF TRUSSES 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION UI�p 0 ID ZM z� Q O W u0 4--J w • U — 0 w � m ~ o 0 '— U m N WM w F-- Em — coy C) (0 M a ch 0 o o ILL00 0 ID C Y Qo°a ur) O d. rnQo B D® N-C-B-D-C _e ®" N ii � to L� � °� C �� •. W V 4'L 20 � Z O �'¢OFE \o ZN��+1t►ii61641,�a WQv<Ne N Jo 0, U F— ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 a) N O >(/)M00 M a(j)rO Lr) CL (Az W U Q ^ � QUca. z § E W J� oZ o W0 za F Lu U Z O OOUo0U w �ozw ,--� aL°o o o� ZZ V (f� z z Z M w �3 1 O U = fu C3 ¢ g Z o� Q� a ...r L X Ne U 0 N A LL �aa�a z`o� w 1 ` ¢ z a Z W .�-i a � E -,0 L0 W0 rt w Y H 9�qz Z oa N Z O ^ � UJI 7-¢z n ,-I d U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. S5 1X4 1/2" DRYWALL 1/2" DRYWALL DOOR JAMB REFER DOOR JAMB (REFER 1 X 4 ( 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION , DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION MAX, 8 DO NOT DO THIS 2"x BOT. PLATE W/ (2)10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ♦ #5 REPAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO PLATE 4" 1 X 4 3-1/4" LONG X 3/16"� FURRING 3/16"0 X 3" LONG FURRING 3/16 !71 X 3-1/2 LONG FURRING #5 REBAR ♦ AND NAILED W/ 8d COMMON @ „ 6" O.C. EDGES AND 12 O.C. FIELD 2X BOTTOM W/ 8d @ O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS TAPCONS STAGGERED STAGGERED @ 16" 2X8 (TYP) ♦ ' BLOCK@ SPACING �� 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 JOIST 2x BAND JOIST W/ FACE NAIL 10d PER MANUFACTURE MASONRY THROUGH 1-1 /211 DETAIL MASONRY THROUGH 3 �� DETAIL `BTD. 90° HOOK (TYP.) STD. 90^ ` t_A;_*0 @TOP & TTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL BOTH CELLS BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4" FROM 1X4 P.T. 3/16" x 3 -1/2" DOOR JAMB (REFER 1/2" DRYWALL 1 X 4L LJIL NOTE: LAP SHEATHING TO DOOR JAMB (REFER EACH END W/ MIN DOOR JAMB REFER TAPCON TO SHT. SDW2-K1 FOR ( D BOTTOM OF BAND TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL JOIST TYPICAL FOR CONN, DETAILS FOR CONN, DETAILS 10d @ 12" O.C. 1 X 4 J FURRING 2X8 P.T. WITH 3/16" 0 X 3" ' +_2 NOTC (a FIRST COURSE USP HGAM10 @ 12" O.C. w/4 SDS 1/4x1 1/2" SCREWS INTO BAND LONG TAPCONS 2x P.T. AS REQ D 2X8 P.T. STAGGERED @ 16 O.C. 2X8 I ♦ JOIST 8 (4) 3l16"x1 3/4"WEDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5^ NOTCH WEB AT THE ' FIRST 2 COURSES ` BOLTS INTO K.O. BLOCK BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER PLAN FOUNDATION FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE.N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. A -A =1890 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 8" 1-PLY PRE-ENGINEERED TRUSS SOLID W/GROUT tr 1 X 4 FURRING n SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS 1 1 USP RT16M W/ (8) NA11 NAILS & (6) 4 x 24 BLOCK HEADER TAPCONS 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10dNAILSx 1' NAILS AND 8d NAILS AT 8" O.C. AT BUCK LEAVE A CUT OUT IN O.S.B. ON THE (4) a X 1 WEDGE BOLTS [ (1) STRAP =1225 # , 2 x 8 45^ DIAGONAL 4 10d NAILS INTO O BRACE(S) INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#]) 2 x 8 BRACE/ BLKG. 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM OR CONTACT ENGINEER of RECORD FOR FURTHER INSTRUCTIONS. SCRIBE (NOTCH) BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 FACE OF ARCH W/ (3)10d NAILS AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL BTWN. OSB INSTALL WDW. SCREW ANCHOR 'ARCH FACES W (4) 10d NAILS THRU OSB INTO PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL NTS INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'/2' WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REQ'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY XO (2)10d NAILS @ 8" O.C. �ERyyN TO TRUSS TOP CHORD ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" SCALE: N.T.S. SS O.C. 12 + + L�NC'T/y PLYWOOD SHEATHING 1- 11 1 O1� 51- O JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24 O.C. + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + AS ° WITH 1/4" x 3 1/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED ? D EMBEDMENT INTO K.) PER NAILING SCHEDULE ALL TO SUPPORT °' • ' D: /4„ MAX 2-� 8 TRUSS + SOFFIT ° • .D. D• •: .'D ° #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + pD. b e RED W/ IN TOP o 1 X 4 FURRING BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP • ®e EACH TRUSS D ° D KNOCKOUT / c� _� e ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK PROVIDE 2 B 2 x 8 VERT. W/ (2)10d NAILS AT EA. END PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR — MONO FOOTING ' •', n' D ° x 8 DIAG. BRACE VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE (3) 12d NAILS SEE LINTEL SIZE AND REINF. PERP LAN AND SECTION DETAILS -I10 BRACE EXCEEDS 24° BUCK-(1) WITHIN 4" JACK TRUSS PROVIDED BY SCHED. LEAVE A CUT OUT IN O.S.B. ON TI MIN. OF START OF TRUSS COMPANY OR'2x4 CLEAN FILL .D A. D 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT DIRT ? z TO BE INSTALLED 000, BUILT UP PLWD. BUCK- 4'-0" MAX SEE PLAN LINTEL ASTANDARD oPRECAST e'. ,SCRIBE (NOTCH) BACKSIDE 7116" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN 90r HOOK N TO FIT ARCH CONNECT W/ IF TRUSSES USED) W/ (2) #6 X 4'Yz" 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 MASONRYV (MAX. 4'-0") • J • • = • ` •� • = •, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL 4' MAX. RAD. WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" s; INSTALL WDW, SCREW ---,,------ CREW THRU OSB INTO 2 x 8 O.C. °� "• � °� °• � � °� '• � � °� °• � °� °• ANCHOR INTO ARCH BLKG. STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS 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" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS —� SCALE: 3/4" = 1'-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 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. OCCURS TOP WITH MIN. 3" THREAD ROD EPDXIED W/ SIMPSON "SET" EPDXY MIN. t zo EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'_p" 5" EMBEDMENT & 3" MIN. < 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 v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE ° 0 THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL , ;' D v a A REINFORCING AS FOLLOWS: SEALANT -TI -11=I r -T T I¢ 1 PLACELOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. D a - - I-III=1T�71- PRESS PANEL REINFORCING INTO PLACE. . _11.6.� -T_ - rJ z #5X6 EMBEDDED INTO MIN. LAP P 6 SLICE W/ �- D D — — I I— I � EXI TIN F EXISTING FOOTING 2-#5X6 IN C ONC. COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL FURROW. SMOOTH. U REINFORCING PANEL I�- _ I �_LI. — I a � N FILLED CELL DO NO - D III II 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 D D �r GRADE i SET BAR IN EPDXY O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE _ ° li D coM REMAIN FREE OF MORTAR. NOTE: z H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS SEE GLASS BLOCK INSTALLATION NOTES. T g u TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT , ° a ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ D (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 EA. WAY A SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. _ SCALE: 3/4 - 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!;2 Z M 0 Z Q J a t/711 0 Q) cs) ;—J w 'U - 0 c 12 l— 0 o 0 U N cl) W F-- p U CCocMo T -0 cM O ON O U V) sLL00 oY� Y Q 10)) ') O ,T C"31)(Q O RD. N,C,B D C *, ox ir , •hhv •. � • !r CD 004 n, O a ; J LL..� /Zy iiWN W N"' - �.. W _ �`� z `: 10z Q a y F o" 1113 �_''�e\ U W a ,r0 F E N To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z N 0 � r\ �>V)ro0 M a v) M �n HNIL Q U Q00 Q ..� Z � W J� J 0z Z .- <¢ f— IS 0) zOW W �z �0f� YaOu� a�r10 U Lu L W o(A zz O f z C M "a 0 U 2 (� C J oW w0-5 U of p]d a �` A 1 ` z¢O� W 0 J W Q C Z Lu W a `� W LV J L0 r-I Lij z o W LU f¢Z %joQ k Lr) Z �z- , o 0 S W = ¢z r, a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SS "DIAGONAL SPACED NOTE: PENDING BEAM AT 15-0" O.C. MAX BEARING LOCATION, THE SEE ROOF PROVIDE 2X4 MIN, BLOCKING AT BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 PLAN SHEATHING OF HIP/RIDGE, TYP.BETWEEN STRAPS JACK TRUSS AS SHOWN TRUSSES W/ (2) 12D NAILS EACH OR GABLE END SEE TRUSS END TO TRUSS TOP CHORD LAYOUT 2X4 BLOCKING TYP. CLIP EACH TRUSS BETWEEN TRUSSES TRUSS (2) 2x8 #2 SYP W/ USP JUS46 OR JUS461F (SEE ROOF PLAN BLOCKING A 7/16" O.S.B. FLITCH BUCKET TO COLUMN FOR TYPE) ° SECT. A -A PLATE TOP @ TRUSS FRAME OUT TO BRG. SUPPORT COLUMN BUILT-UP BLOCK EDGE A (2)-2x4's OR 4x4 W/ (2)-10d G.T. NAILS @ 8" O.C. EACH PLY SEE DETAIL 4/D1 ADD 2X4 ALONGSIDE (SHOWN AS 4 x 4) FOR BEAM SIZE ° ° TOP CHORD WHEN REQ'D 2 USP HTA20's O EXTERIOR SHEATHING ATTACHED PER NAILING TO PREVENT PLYWOOD TYPICAL BLOCK w/(10)-10d x 1 1/2 EA. TO COL. SCHEDULE SPAN FROM EXCEEDING JACK WALL ALT: (2) USP MSTAM36 2x SPF #2 MAX 24" SPAN (EITHER USSES HIP STRAPS CENTERED AT 16" O.C. SIDE OR BOTH IF REQ'D) oo G.T w/(13)-10d NAILS Ea TO COL. TIE BEAM BUILDER FRAME CONTINUOUS LATERAL BRACING- RADIUS NAIL OVER X-BRACE AS SHOWN - AS REQUIRED INSTALL BLKG. AT TRUSS WEBS (2) 12D NAILS FOR NAILING AT 12" O.C. MAX X-BRACING - 2x4 SPF SYP BEAM aC� RAISED ENTRY w/ 2-16d @EACACH TRUSS TRUSS WEB CROSS BRACING DETAIL (TYP)r—j" HIP/RIDGE BLOCKING DETAIL 2 MASONRY WALL 4 KNEEWALL @ ENTRY FRONT WALL r6 SCALE: 1/2" = 1'-0" SCALE: 1/2"=V-0" SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" TRUSS NOTES. TYP. HAND FRAMING ABOVE TRUSS 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 CONY. FRAMED RIDGE 2X4 STUDS & PLATES AT 2'-0" O.C. MAY BE NAILED EACH DIRECTION TYP. U.N.O. USP LSTA18 (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER VERTICAL SCAB w/ MIN. 12d WHEN CENTERED @ USP HD4101F BUCKET SEE PLAN L. BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE 2 x 6 #2 SPF 48" O.C. IT LANDSS NEXT TO SPLIT TO TIE SEE ROOF PLAN FOR FOR CANT. INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS W/ (4) 10d TOP & BEAMS TOGETHER MORE INFO COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES 2x8 BLKING. NAILED @ EACH BOTTOM OR USP RT7 OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SIDE w/ (3) 12d NAILS WHEN OR HCLR/LL W/ 8 - 8d SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & REQUIRED w/ (2) USP HTW20 IN PLACE OF (4) 10d SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION W/ (14) - 10d X 1 1/2" EACH 7zf SEE FLOOR PLAN FOR OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE ON THE TRUSSES IN ANY AREA THEY SHALL BE SPREAD OUT EVENLY OVER COLLAR TIE SEE FLOOR PLAN FOR COLUMN SIZE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. EVERY 3rd & ADDITIONAL INFO. SCHEDULE/PLAN 2x4 #2 SYP NAILER. NAIL 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR TO STUDS w/3-16d @ RAFTER LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING REQ'D ONLY WHEN COLUMN SIZE & BASE EA. STUD. TOENAIL EA. SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0° OPTION A INDICATEDSCHEDULE/PLAN N BM OPTION B. CONNECTION INFO OPTION C TRUSS TO NAILER w/3-10d ROOF AND EXTERIOR O.C. MAXIMUM. 2x4 SPF 2 SHEATHING ATTACHED 7—PER 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER &SHALL BE ATTACHED W/ 2-16D (2) #7X 3-1/2" WOOD NAILING SCHEDULE NAILS AT EACH TRUSS INTERSECTION. CB SCREW EACH TRUSS COMMON B M TO POST ATTACHMENTrA SEE 2ND FLOOR WALL SECTION 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS OR USP RT7 @ 48" O.C. . FOR ADDITIONAL INFORMATION DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT TB SEE ROOF PLAN ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. Dg B FOR BEAM SIZE & „_ ,- SCALE: 3/4 0„ 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS BEVEL CUTS CONNECTION INFO. BM. SPLICE OVER DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS (OPTIONAL) CENTER OF POST PRE-ENG. TRUSS A A 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS I CONT. ROOF SHEATHING AT TRUSS TOP SEE PLAN FOR TOP OF BEAM MAX & EACH END ALTERNATE CHORD AT ALL HAND FRAMED AREAS TYP. DIRECTION TYP. A DIAGONAL 2x8 #2 SPF RIDGE BEAM AT 8'-0" WOOD MAX TRUSS 2x6 #2 SYP RAFTERS FOR SPANS 4FT USP ST18 USP ST18 ' TO 8FT 2X4 RAFTERS FOR SPANS LESS TYP. U.N.O. SEE PLAN FOR TYP. U.N.O. • THAN 4FT @ 2'-0"O.C. MAX. w/ (3) 10d SEE FLOOR PLAN FOR CANT. CATER USP JU26 OR IF 2 PLY COMMON TOENAILS TO RIDE BEAM COLUMN SIZE & TRUSS USP JUS26-2 ADDITIONAL INFO. TRUSS TO LEDGER SEE FLOOR FRAMING 2X4 CONT. AT CONC. MASONRY (WOOD COLUMN SHOWN) 2X$ #2 SYP CONT. LEDGER w/ PLAN AND J/S6 FOR MORE T & B CHORD STEEL OR WOOD BEARING SUPPORT MIDDLE (4) 16d NAILS ATTACH NAILS INFO. VERIFY WITH PLAN . '°. � INTO END OF EACH FLOOR FOR LOCATION AND ° TRUSS, 24" O.C. MAX. (AT DIRECTION (IF PARALLE A -A ALTERNATE BLOCKING CORNER � EACH SIDE OF G.T. INSTALL SEE 2/D2 FOR BLOCKING INFO) SEE FOUNDATION (4) NAILS EACH SIDE) DETAIL INTERIOR BEARING 5�, PLAN FOR MORE INFO MASONRY WALL (TYPICAL) 3 X X SCALE: 1/2" = 1'-0" COMMON B M ATTACHMENT r18 WOOD TRUSS . A PROVIDE BLOCKING AT ALL TRUSS BEARING SCALE: 3/4"=V-0" SECTION AT LOW ROOF 9 SUPPORT WHERE TRUSS DEPTH EXCEEDS TYP. WOOD TRUSS BLOCKING DETAIL STANDARD HEEL HEIGHT SCALE: 1/2" = 1'-0" SCALE: 1 /2"= V-0" VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE VS5 FOR SEE PLAN FOR W/ USP SPT22 @ ATTACHED PER ADDITIONAL 8d NAILS AT VALLEY TRUSS BASE & SPT24 @ TOP NAILING SCHEDULE 2x4 #2 SPF BRACING @ EXTERIOR SHEATHING OUTLOOKER 4" INFO. . INFO. O.C.BETWEEN 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER STUDS TO TRUSS W/ (2) TOENAILS TO TOP SEE TRUSS PLAN 2x4 STUDS W/ USP NAILING SCHEDULE 12d TOENAILS EACH END STRUCTURAL SHEATHING PLATE & (2) 12d END MIN. (2) 2x4 FOR CONNECTION SPT22 @ BASE SEE ( BETWEEN TRUSSES (2) ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. BOTTOM CHORD J/S6 FOR MORE INFO. GABL LOW ROOF/WALL 12d NAILS TO EACH VERTIVAL STUD ) SCHEDULE PLATE TRUSS SHEATHING ATTACHED PER NAILING SCHEDULE 2x BASE PLATE W/ (2) 12d VARIES W/ VARIES SEE PLAN FOR WALL LOCATION 2x4 BASE PLATE W/ 1/2" PLYWOOD NAILS @ 16" O.C. ALONG W/ USP MTW12 TO BLOCKING ROOF SLOPE USP LSTA30 OR MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. WOOD WALL GIRDER BELOW @ 16" EACH COMMON OR 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 e STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP PLYWOOD (3) 12d TOENAILS TO °•. O.C. GABLE FLOORING TRUSS OR SEE PLAN FOR PLATE BELOW MASONRY WALL �.' B AM4'-0 W: TRUSS BEAM BELOW: USP TRUSS ROOF SYSTEM TOP OF WALL OR BEAM HTW20 @ 4'-0" O.C. TO GABLExx MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN aa, TRUSS W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR a COMMON TRUSS LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3" FROM EACH END & DIRECTION CONNECTION as SEE ROOF PLAN RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE 16" o O.C. MAX. FOR CONNECTION EXTENSION SEE TRUSS JUS24-2 EACH END SHEAR TRANSFER '"F°� �' SECTION @FLOOR MANUF. sPEC's FOR CONNECTIONS TO G.T. EXTERIOR. WALL SECTION @ ENTRY $ CONNECTION 22 SECTION AT HIP GABLE 12 SECTION- BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'4' SCALE: 3/4" = 1'-0" SCALE: 3/4"=V-0" DETAILS & SECTIONS 0!�G z o Q iL U) Z un C Q) cry w 'u — 0 w 0~ 0 go �t/1 � F— U m � w H EEp ® aM M c t6 Cl) N m N O U amp a) U7 .20 LL. eD 0 N Y Lf') OL c1' NIN < -Sao i A B Ise. D• N. C. H.D C •. .0 d..iF(�� NZ�� co za o ® W �j a1 M�Jt N Wa(y_� _ �Q K<------.F. N FU- ROFZ LL a.:gC,�t+r W Nao J 11110 W°1 U ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV 0a)N U M O Q„ M � j 'f0 Ln r Q L LL 13� U Q W E Z fu J � W J oZ 0 tt za <a u,¢�� oo�o ZWWo: F Uzz 2 W o= o L Z oZ Zz }o 0 Ti M Q) -� cw 0V o z a O = ' ^ Q QJ ui �L ¢P0 o � F'- W - O H �aCca N A Q Z¢o¢ Qqr2 O Q� Z Z � .- a Wag- J w W F E o QzU P`�a Q z to F l- ��Z m CO Z Z � g _ z ,-• a 0 x SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO 10 0 SHEET N0. D1 01 UA ,x to THESE DETAILS ARE GENERIC AND MEANT TO SHOW GENERAL FLASHING AND WATERPROOFING METHODS TO BE USED. ^' ^ "^ WEATHER ✓E BARRIER & tARILY SECURE WEATHER RESISITIVE BARRIER HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat barrier above header to allow for flashing installation 2. Self -adhered flashing plus head flashing under weather resistive barrier 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING --� REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW EXTERIOR SHEATHING WOOD FRAME CONSTR. SELF -ADHERED FLASHIN BY LAPPING DOWN -� OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) 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 il- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4%1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING KING (SEE DETAIL WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER 0 SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK RIM JOIST INSTALL SELF -ADHERED FLASHING JAMB & HEAD FLASHING, SEE FLANGED WINDOW (SEE DETAIL WP01) SELF -ADHERED FLASHING, EXTEND A MINIMUM 6" VERTICALLY FROM BOTTOM OF THRESHOLD SELF -ADHERED FLASHING PATCH HERED FLASHING 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER WIRE LATH Q SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -7 a a RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE r SELF -ADHERED FLASHING SELF -ADHERED FLASHING INSIDE CORNER Ground SELF -ADHERED FLASHINGET SELF -ADHERED FLASHING FOUNDATION WEEP SCREED DECK JOIST MeOUTSIDE CORNER ET I • SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One la er of No.15 as h Itfelt� freefrom holes es and breaks complying with ASTM D 226 forType 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250, 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as in each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED NOT USED ■ NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing -Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C� r Z M 0) - a z( Z Q O J a Z V) U (n w p �U - O � 0 o V) Cn Cn '- o 0 m I— U CDco -8 m a co 00CD Ua) U_00 CU ♦~ Y U)ao to O "' Qrn rnQo A' N C B D C r_ O m CV N R N o � .n o o rn p V co^ � - Z `W p;M� oLL 4Wr 2 o allo Z o Mr N W l.L iW Cl)N W w d: d 10 Z V Q a .- 10-2 O-0yrn= aw z P ow no O O m m UME rn Wa�aM� Q N b _o Elf U 0O ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i 0 O Z c-.1 O Q) N 4-J o i>i (A M M �p Q -o In V n o Q L_ IL CL .. Z q) QU CL 00 § E Z WJ C) Milli bz o W� Za iM: w¢�ir UZ r ' OpU Z W W 0�{ �UZZ W VJ a0ao J So i Q w oZ Z ^' W 0 G U LL I:) a Z M ILL 4!; �� 0 7- _ C O �Z O�_ = a L� �f o JC� xo6 o&oR- N Zw2-sJ za Q 0a� W X O Z 2 ao W Ln ZW �� J rl Q �0ZU 2< w~Z Q Z 0 to Za z m rn J = ¢ z LU T -I a to SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. W P L � O O USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report Stock No. Product Approval No. Basis Stock No. Product Approval No. Basis I .� O O O O a - O L .E N O z _ L L� U O L v J U m I- O L w� Q Z � Z Q J CL SHEET NO. PA 1.0 A3 FL17244.1 ESR-3455 A23 FL10446.2 ESR-2606 HD210-2 FL17232.3 ESR-3445 HU210-2 FL10655.20 ESR-2549 PRODUCT APPROVAL SPECIFICATION SHEET HD26 FL17232.2 ESR-3445 HU26 FL10655.31 ESR-2549 As required by Florida Statute 553.842 and Florida Administrative Code 9B-72, please provide the information and approval numbers on the building components listed below if `U HD28-2 FL17232.3 ESR-3445 HU28-2 FL10655.34 ESR-2549 they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the � o > HD410 FL17232.4 ESR-3445 HU410 FL10655.44 ESR-2549 HD412 FL17232.4 ESR-3445 HU412 FL10655.45 ESR-2549 HD610 FL17232.4 ESR-3445 HU610 FL10655.51 ESR-2549 HD0410 FL17241.5 ESR-3444 HUC0410 FL11468.11 SIM200804 HGAIOKT FL17236.6 ESR-3448 HGA10KT FL11470.4 SIM200803 HGAMIOKT FL17699.1 Evaluation Report HGAMIOKT FL11470.4 SIM200803 HHCP2 FL17236.7 ESR-3448 HCP2 FL10447.2 ESR-2551 HTA16 FL17680.2 Evaluation Repo rle t HETA16 FL11473.5 SIM200802 HTA20-18 FL17680.2 Evaluation Report HETA20 FL11473.5 SIM200802 HTT16 FL17324.1 Evaluation Report HT716 FL11496.1 ES-0130 HTT45 FL17324.1 Evaluation Report HTT22 FL11496.1 ES-0130 Clopay Building Products Residential WindCode Doors W6 (8X7) FL15279.85 +38.0/-42.0 psf HTT4 FL17219.2 ER-0200 HTS16 FL10456.22 ESR-2613 Clopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf HTTS FL17219.2 ER-0200 HTS20 FL10456.23 ESR-2613 D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single & Pairs of Doors FL71537.1 N/A (see inst sht) H7W16 FL17244.8 ESR-3455 HTS24 FL10456:24 ESR-2613 HTW20 FL17244.8 ESR-3455 HTS30 FL10456.26 ESR-2613 H7W24 FL17244.8 ESR-3455 HTSM16 FL11473.11 SIM200802 A. SINGLE HUNG General Aluminum Company Series 1550l1570 FL15217.4 - FL15217.5 +50.0/-55.0 psf HTW30 FL17244.8 ESR-3455 HTSM20 FL11473.11 SIM200802 HTWM16 FL6223.2 Evaluation Report HGT2 FL10456.18 ESR-2613 HTWM20 FL6223.2 Evaluation Report HGT3 FL10456.19 ESR-2613 HUGT2 FL6223.3 Evaluation Report HUS210-2 FL10655.92 ESR-2549 HUGT3 FL6223.3 Evaluation Report HUS212-2 FL10655.93 ESR-2549 HUS210-2 FL17232.7 ESR-3445 HUS26 FL10655.94 ESR-2549. HUS212-2 FL17232.7 ESR-3445 HUS28 FL10655.96 ESR-2549 HUS26 FL17232.7 ESR-3445 HUS28-2 FL10655.97 ESR-2549 HUS28 FL17232.7 ESR-3445 LU24 FL10655.103 ESR-2549 HUS28-2 FL17232.7 ESR-3445 LU26 FL10655.104 ESR-2549 JL24 FL17232.8 ESR-3445 LUS210-2 FL10655.107 ESR-2549 JL26 FL17232.8 ESR-3445 LUS24 FL10655.109 ESR-2549 JUS210-2 FL17232.12 ESR-3445 LUS26 FL10655.111 ESR-2549 JUS24 FL17232.11 ESR-3445 LUS2Cr2 FL10655.112 ESR-2549 JUS26 FL17232.12 ESR-3445 LUS28 FL10655.113 ESR-2549 JUS26-2 FL17232.12 ESR-3445 LUS46 FL10655.118 ESR-2549 JUS28 FL17232.12 ESR-3445 LEG3 FL10667.71 ESR-2615 JUS46 FL17232.12 ESR-3445 MST60 FL10852.7 ESR-2105 KLEG3 FL17241.15 ESR-3444 LSTA12 FL10852.4 ESR-2105 KST260 FL17244.15 ESR-3455 LSTA15 FL10852.4 ESR-2105 LSTA12 FL17244.18 ESR-3455 LSTA18 FL10852.4 ESR-2105 LSTA15 FL17244.18 ESR-3455 LSTA24 FL10852.4 ESR-2105 D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A LSTA18 FL17244.18 ESR-3455 LSTA30 FL10852.4 ESR-2105 Florida Metal Products, Inc Vent RV10 FL2075.1 N/A LSTA24 FL17244.18 ESR-3455 LSTA36 FL10852.5 ESR-2105 LSTA30 FL17244.18 ESR-3455 LTT19 FL11496.3 ER-130 O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A LSTA36 FL17244.18 ESR-3455 LTT20B FL11496.3 ER-130 LTS19 FL17219.3 ER-0200 LTTI31 FL11496.3 ER-130 LTS206 FL17219.3 ER-0200 LTS12 FL10456.29 ESR-2613 LTT131 FL77219.3 ER-0200 LGT2 FL11470.7 SIM200803 LTW12 FL17244.8 ESR-3455 LS30 FL10446.15 ESR-2606 LUGT2 FL17240.2 ESR-3447 A34 FL10446.3 ESR-2606 MP3 FL17244.22 ESR-3455 LTP4 FL10446.19 ESR-2606 MP34 FL17244.23 ESR-3455 LS50 FL10446.16 ESR-2606 MP4F FL17244.24 ESR-3455 WM1416 FL10667.86 ESR-2615 MP5 FL17244.22 ESR-3455 MSTA12 FL10852.8 ESR-2105 MPH3516 FL17240.3 ESR-3447 MSTA15 FL10852.8 ESR-2105 MSTA12 FL17244.18 ESR-3455 MSTA18 FL10852.9 ESR-2105 MSTA15 FL17244.18 ESR-3455 MSTA24 FL10852.9 ESR-2105 MSTA18 FL17244.18 ESR-3455 MSTA36 FL10852.9 ESR-2105 MSTA24 FL17244.18 ESR-3455 MSTC40 FL10852:11 ESR-2105 MSTA36 FL17244.18 ESR-3455 MSTC52 FL10852.11 ESR-2105 MSTC40 FL17244.26 ESR-3455 MTS12 FL10456.33 ESR-2613 MSTC52 FL17244.26 ESR-3455 MTS16 FL10456.34 ESR-2613 MTW12 FL17244.8 ESR-3455 MTS18 FL10456.35 ESR-2613 MTW16 FL17244.8 ESR-3455 MTS20 FL10456.36 ESR-2613 MTW18 FL17244.8 ESR-3455 MGT FL11470.9 SIM200803 MTW20 FL17244.8 .ESR-3455 MBHA3.56/11.25 FL10866.12 ESR-2616 MUGT15 FL17240.5 ESR-3447 MBHA3.56/16 FL10866.12 ESR-2616 NFM35X12 FL578.2 Evaluation Report HDU2-SDS2.5 FL10441.4 ESR-2330 NFM35X16U FL578.3 Evaluation Report GLTV3.516 FL10667.8 ESR-2615 PAU44 FL17239.13 ESR-3449 FGTR FL11473.2 SIM200802 PAU66 FL17239.13 ESR-3449 CS16 FL10852.1 ESR-2105 PHD2A FL17219.4 ER-0200 HI FL10456.5 ESR-2613 PHXU3516 FL17241.20 ESR-3444 H10 FL10456.6 ESR-2613 RFUS FL6223.5 Evaluation Report H10-2 FL10456.7 ESR-2613 RS150 FL17244.27 ESR-3455 H10A FL10456.6 ESR-2613 RT15 FL17236.11 ESR-3448 H3 FL10456.13 ESR-2613 iW RT16-2 FL17236.10 ESR-3448 H4 FL10456.14 ESR-2613 RT16A FL17236.10 ESR-3448 H5 FL10456.15 ESR-2613 APPLICANT SIGNATURE DATE � ICU RT3A FL17236.11 ESR-3448 H2.5 FL10456.11 ESR-2613 RT4 FL17236.11 ESR-344$ H2.5A FL10456.12 ESR-2613 RT5 FL17236.11 ESR-3448 H8 FL11470.3 SIM200803 RT7 FL17236.11 ESR-3448 SP1 FL10456.41 ESR-2613 O > cL RT7A FL17236.11 ESR-3448 SP2 FL10456.42 ESR-2613 RTBA FL17236.11 ESR-344$ SP4 FL10456.43 ESR-2613 SPT22 FL17244.30 ESR-3455 SP6 FL10456.44 ESR-2613 SPT24 FL17244.31 ESR-3455 SP8 FL10456.45 ESR-2613 O ICU SPT4 FL17244.32 ESR-3455 SPH4 FL10456.46 ESR-2613 SPT6 FL17244.32 ESR-3455 SPH6 FL10456.47 ESR-2613 SPT8 FL17244.32 ESR-3455 SPH8 FL10456.48 ESR-2613 SPTH4 FL17244.32 ESR-3455 U24 FL10655.141 ESR-2549 SPTH6 FL17244.32 ESR-3455 HHUS28-2 FL10655.3 ESR-2549 SPTHS FL17244.32 ESR-3455 HHUS410 FL10655.4 ESR-2549 SUH24 FL17232.14 ESR-3445 HGUS5.25/12 FL11468.11 SIM200804 THD28 FL17232.17 ESR-3445 HGUS414 FL11468.10 SIM200804 THD28-2 FL17232.17 ESR-3445 HD08-SDS3 FL10441.1 ESR-2330 THD410 FL17232.17 ESR-3445 MSTAM24 FL11473.19 SIM200802 THD412 FL17232.17 .ESR-3445 MSTAM36 FL11473.19 SIM200802 TH0612 FL17232.17 ESR-3445 MSTCM40 FL11473.19 SIM200802 0- THDH414 FL17232.18 ESR-3445 HHETA20 FL11473.9 SIM200802 UGTS3F FL2033.1 Evaluation ReportLGT3-SDS2.5 FL11470.7 SIM200803 UPHDS FL17219.6 ER-0200 LGUM26-2 FL11473.12 SIM200802 product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product Description Approval Number(s) Test Pressures 1. EXTERIOR DOORS vJ A. SWINGING ThermaTru Smooth -Star and Benchmark FL15225.5 +67.0/-67.0 psf ThermaTru Premium, Construction Series and Benchmark FL15225.6 +47:0/-47.0 psf ThermaTru Fiber Classic /Smooth Star FL15000.1 +55.0/-55.0 psf B. SLIDING General Aluminum Company Series 420/430 FL15332.1 - FL15332.5 +40.0/-40.0 psf C. SECTIONAL Clopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Clopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.0/-30.0 psf 2. WINDOWS General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.O1-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.0/-50.0 psf General Aluminum Company Series 1980/1990 FL15288.3 - FL15288.4 +40.0/-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.0/-40.0 psf General Aluminum Company Series 1900/1970 FL15278.7 - FL15278.9 +40.0/-50.0 psf D. MULLION General Aluminum Company 1445, 5347 and 5547 Vertical Mullion FL15333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL13192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30I40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FL12328.6 N/A HomeGuard Building Products, Inc ToughSkin Synthethic Underlayments FL21675.1 N/A POLYGLASS USA Polyglass roof underlayments FL5259-R26 +N/A/-622.5 C. ROOFING FASTENERS NOT USED Lomanco, Inc DA-4 Exahust Vent FL17202.1 NIA E. ROOFING TILES Boral Tile Villa 900 FL7849.24 - FL7849.26 N/A Boral The Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.0/-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see cha rt ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 NIA MiTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood 1-Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber- TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSboxBLT, PSbox8LT(5-5/8) FL5450.1 N/A Powers Steel, Inc. PowerBOXB Lintels FL11383.1 N/A The products listed below did not demonstrate product approval at plan review. I understand that at the time of inspection of these products, the following information must be available to the inspector on the jobsite; 1) copy of the product approval, 2) the performance characteristics which the product was tested and certified to comply with, 3) copy of the applicable manufacturers installation requirements. Further, I understand these products may have to be removed if approval cannot be demonstrated during inspection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 FL#15225-R3 Code Entity or Date Date Date Pendina Date Type Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tm Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/1312015 07/05/2015 Approved Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-6555 SubCategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Certification Mark or Listing com FL#15225-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 5 e. "Smooth-Star" and "Benchmark by 6/8 and 810 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Therma-Tru" and without Sidelites. Inswing and Outswing 6 f. "Premium Series", &q uot; Construction 6/8 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 No Yes No N/A Series" and &quot,Benchmark by Therma-Tru&quota Transoms. With and without Sidelites. Inswing and with Transoms Outswing Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#15279-R4 Coe Entity or Type Versio Manufacturer Contact Engineer & License Validated By Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 SubCategory: Sectional Exterior Door Assemblies mwesterfield@copay.com Compliance Method: Certification Mark or Listing F015279-114 Products Page 1 of 1 1/92017 Date Date Date Pendina Date Validated Submitted FBCApproval Approved Status Gary Pfuehler 06/12/2015 03/19/2015 06/21/2015 Quality Assurance Approved for Use Approved for Use Impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 W5-09 PAN-2F151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (min. 25 ga.) Single -Car (up to 97 wide) 05/21/2028 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE® W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (97' to 160" 05/21/2028 No Yes No +30 PSF/-30 4RSF, 6RST, 6RSF, 48, 42, 55, 486, 42B, 55S, GD5S, wide) WINDCODE® W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 W6-09 PAN-21`153: 73. 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/-42 4RST, 6RST, GD5S, GR5S, AR5S, ED5S VvINDCODE® W6 Garage Door PSF 102 102 W6-16 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (92' to 162" 05/21/2028 No Yes No +37 PSF/41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE® W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15288-R2 Code Entity or Date Date Date Pending Date Tvoe Versio Manufacturer Contact Enaineer&License Validated By Validated Submitted FBCApproval Approved Status Affirmation 2014 MI Windows and Doors Brent Sitiinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Horizontal Slider bsibinger@mMd.com Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288-R2 Products Quality Assurance Approved for Use Approved for Use impact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15000-R2 CodeEntity o Date Date Date Pend'me Date Tvoe Versio Manufacturer Contact Engineer & License Validated By Validated Submilted FBCApproval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 SubCategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL#15000-R2 Products Quality Assurance Approved for Use Approved for Use I pact Design Sea # Product Model. Number or Name Product Descriotion Contract Expiration Date in HVHZ Outside HVHZ. Resistant Pressure 1 a. "Fiber-Classic" or "Smooth -Star" 6'8 "Non-Impact" Opaque Fiberglass 12/31/2018 Yes Yes No N/A Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) FL#11537-R6 code TYDe Versio Manufacturer Revision 2014 CURRIES Division of AADG, Inc Category: Exterior Doors SubCategory: Exterior Door Components Compliance Method: Certification Mark or Listing FL#11537-R6 Products Sea # Product Model. Number or Name 1 607, 707, 727, 747, and 847 Single and Pairs of Doors 2 M, CM, and G Series Frames Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Nelson Kraschel UL LLC (641) 423-1334 nelson. kraschel@doorgro up.com Product Description Flush, Glazed, and Louvered single and pairs of hollow metal doors. Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868-4707 Pagel of 1 1/102017 Date Date Date Pend Ina Date Validated Submitted FBC Approval Approved =11 07/21/2015 07/21/2015 07/27/2015 Approved Quality Assurance Approved for Use Approved for Use Imnact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 Yes Yes Yes N/A 12/31/2017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/92017 FL#15278-R4 Code Entity or Date Date Date Pending Data Type Versio Manufacturer Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed bsitiinger@mMd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FIz15278-R4 Products Sea # Product Model. Number or Name Product Descriotion 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 5 SERIES G A195 ALUMINUM PW SERIES GA 195 ALUMINUM PW N172X72 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 FIN Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No NIA 12/31/2017 No Yes No NIA 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#13192-R4 FL#15272-R1 _Code Entity o Date Date Date Pending Date Code Entity or Date Date Date PendingDate Type Versio �� _ Manufacturer Contact En ineer&License a Validated B Validated Submitted a Y FBCAp royal P Approved Status T e Versio �C 1L_ Manufacturer t Eno Contact .� Validated Validated Submitted al bmi �� FBCAp rov I p a Approved Status Revision 2014 James Hardie Building Products, Inc. Pingsheng Zhu Ronald I. Ogavva John Southard, P.E. 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Revision 2014 Alside Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved Category: Panel Walls (909) 349-2927 PE-24121 (352) 367-2526 Category: Panel Walls (330) 922-2389 PE-43409 (813) 767-6555 SubCategory: Siding pingsheng.zhu@jameshar SubCategory: Soffits nthompson@alside.com Compliance Method: Evaluation Reportfrom a die.com Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida Professional Engineer Professional Engineer FL#13192-R4 Products FL#15272-RI Products Quality Assurance Aporoved for Use Approved for Use Impact Design Quality Assurance Approved for Use Approved for Use Impact Deslan Seo # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure seq # Product Model. Number or Name Product Descriotion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 Cemplank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 1 a. "2T&quota Soffit Vent or Solid Vinyl Soffit 12/31/2018 No Yes No NIA 2 HardiePlank Lap Siding fiber -cement lap siding 01/01/2018 Yes Yes N/A N/A 2 b. "Alliance T4" Soffit Vent or Solid Vinyl Soffit 1213112018 No Yes No N/A FL#15332-R3 Products Sea # Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGD FL#15217-R4 Code Type Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows SubCategory: Single Hung Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Sea # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 Code Type Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows SubCategory: Mullions Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15333-R2 Products Seo # Product Model. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-R10 Code T Versio Manufacture Revision 2014 CertainTeed Corporation -Roofing Category: Roofing SubCategory: Asphalt Shingles Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-R10 Products Sea # Product Model. Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96"x96" SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96&quota SERIES 4301440 ALUMINUM SGD XXX 143"x80&quot, NON -REINFORCED SERIES 4301440 REINFORCED ALUMINUM SGD XXX 143"x96&quota Page 1 of 2 1/92017 Quality Assurance Approved for Use Approved for Use Impact Deslan Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Brent Sitlinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitlinger@miwd.com Product Description SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 88 1/8X72 Validated By Steven M. Urich, PE (717) 317.8454 Page 1 of 2 1/92017 Date Date Date Pending Date Validated Submitted FBCApproval Approved Status 06130/2015 06/25/2015 07/06/2015 08/19/2016 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No NIA 12/3112017 No Yes No N/A 12/3l/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enaineer & License Brent Sitiinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsitinger@mMd.com Product Description 1445, 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Pagel of 1 1/92017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 06/29/2015 06/19/2015 07/05/2015 08/1912015 Approved Quality Assurance A proved for Use Approved for Use act I A Impact Design an Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards 1/92017 Product Approval Application Detail Entity o_Date Date Date Pending _ ma Date Con Contact Eno & License Validated By Validated Submitted FBC Approval AD ro ed Status bin p Y �i_ Mark Harper Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12/15/2016 Pending FBC Approval (610) 651-5847 PE-59166 (954) 772-6224 mark. d. harner@ sai nt-go b ain.com Quality Assurance _Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 3-tab, 4-tab, strip (no -cut-outs), laminated and 07/03/2017 No Yes N/A N/A architectural asphalt roof shingles N N L N U _0 N Q CL O O C .0) Co U -0 N n U) O OL U O 'L C = N Ca O O CU LL O > .� -O E O a)O .= ''C^o VJ Q E Z Z W J O (n O �, U 2 O Florida Department of Business & Professional Regulation Page 1 of 1 A 0-0 Building Codes and Standards 1/9/1017 ^L L Florida Department of Business & Professional Regulation Pagel of Florida Department of Business & Professional Regulation Pagel oft }, Building Codes and Standards 1/92017 Building Codes and Standards 2/62017 Product Approval Application Detail U Cl) U Product Approval Application Detail Product Approval Application Detail FL#5219-R3 N O FL#12328-R7 Products Code Entity or Date Date Date Pending Dante O L_ O Quality Assurance Approved for Use Approved for Use Impact Design FL#21675-RO T Versio -� Manufacturer nta Contact Engineer & License Validated By Validated Submitted � FBC Approval Approved Status t � Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Code Entity o Date Date Date Pending ate Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved O _ — 6 No. 15 UL Asphalt saturated organic felt 01/07/2019 No Yes N/A NIA Tvpe Versio Manufacturer Contact Fnaineer &License Validated By Validated Submitted FBC Approval A rove Status Category: Roofing (813) 248-3456 PE-31242 (717) 317-8454 co Q A.-O %F- Co j New 2014 HomeGuard Building Products, Inc. John Cheslak Intertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02103/2017 SubCategory: Roofing Accessories that are an Integral Part Roofing System flvalidation@yahoo.com Q Q Approved of the Compliance Method: Evaluation Report from a Q 'ice L Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida O Q Search Criteria Subcategory: Underlayments john.cheslak@hgwrap.co (604) 520-3321Cf) Professional Engineer Co yam_ Q Compliance Method: Evaluation Report from a m FL#5219-R3 Products r ) � Code Version: 2014 FL #. 12328 Product Evaluation Entity V Application Type: ALL Product Manufacturer: ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use Impact Design Category: ALL Subcategory: ALL Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Application Status: ALL Quality Assurance Entity Contract Expired: ALL Compliance Method: ALL Product Model, Number or Name: ALL Quality Assurance Approved for Use Approved for Use Impact Design 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tiie" Minimum 26 Gauge Steel, Nominal 4', 6', 12/3112019 No Yes No N/A Product Description: ALL Approved for use in HVHZ: ALL Sep # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ R istant Pressure 8', or 10' Wide Off Ridge Vent Attached to 1 ToughSkin Synthetic Underlayments ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A Wood Deck Approved for use outside HVHZ: ALL Impact Resistant: ALL ToughSkin 30, ToughSkin 50 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4', 6', 12131/2019 No Yes No N/A Design Pressure: ALL Date From: ALL Tile" 8', or 10' Wide Off Ridge Vent Attached to Date To: ALL Wood Deck 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4', 6', 12/31/2019 No Yes No N/A for Shingles" 8', or 10' Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/10rz017 LU Building Codes and Standards 1/9/2017 Florida Department of Business &Professional Regulation Page 1 of 1 Product Approval Application Detail Building Codes and Standards 9 1/10/2017 Product Approval Application Detail FL#17202-RI Product Approval Application Detail FL#2075-R7 Code Entity or Date Date Date Pending Date FL#16588-RI nj Code Entity or Date Date Date Pending ate Tvpe Versio Manufacturer Contact Engineer & License Validatedv Validated Submitted FBC Approval Aporoved Status Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/1012015 06/22/2015 Approved Code Entity or Date Date Date Pendina Date Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVIL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03t09/2015 Approved Category: Roofing (501) 982-6511 PE-31242 (717) 317-8454 Tvpe Versio Manufacturer ContactEngineer & License Validated By Validated Submitted FBC Approval Approved Status Category: Roofing (904) 783-8400 (786) 315-2590 SubCategory: RoofingAccessories that are an g ry' acarter@lomanco.com @ Affirmation 2014 O'Ha In Manufacturing, LLC g g' Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 9 Y 06/17/2015 06/17/2015 06/25/2015 Approved pp SubCategory: Roofing Accessories that are an clark@flamco.com Integral Part of the Roofing System Category: Roofing (707) 872.3620 (305) 868-4707 Integral Part of the Roofing System Compliance Method: Evaluation Reportfrom a SubCategory: Roofing Accessories that are an gdaniels@ohagin.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Integral Part of the Roofing System Product Evaluation Entity Professional Engineer Compliance Method; Certification Mark or Listing P g FL#2075-R7 Products FL#17202-R1 Products FL#16588-R1 Products Quality Assurance Approved for Use Approved for Use Impact Desicin Quality Assurance Approved for Use Approved for Use Impact Resi Desion Quality Assurance Approved for Use Approved for Use Impact -tea Design �' Sea # Product Model, Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure c e # Product Model Number or Name ` Product Description Contract Expiration Date in HVHZ Outside HVHZ t a t Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A NIA 1 Deck -Air- DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.51-97.5 1 0'Hagin's Cloaked Vent Tile Attic Ventilation Product for tile roofing applications 04/04/2018 Yes Yes NIA N/A Mechanically Attached to Plywood Deck. 2 OmniRidge® PRO Vent PR04-N Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. U) (D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9/2017 Product Approval Application Detail Florida Department of Business & Professional Regulation Pagel of FL#15076-R3 Building Codes and Standards 1/9/2017 Code Entity or Date Date Date Pendino Date Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Aporoved status O Product Approval Application Detail Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/23/2015 Approved Florida Department of Business & Professional Regulation Pagel of 1 Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 Building Codes and Standards 1/92017 SubCategory: Storm Panels tim.robinson@gppent.com FL#7849-R9 Compliance Method: Evaluation Reportfrom a Product Approval Application Detail Florida Registered Architect or a Licensed Florida Code Entity or Date Date Date Pending Date Professional Engineer Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15088-R1 Revision 2014 Boral Roofing / MonierL'rfetile Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker 09/10/2015 08/25/2015 09/2012015 Approved FL#15076-R3 Products Category: Roofing (602) 269-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Impact Desion Code Entity r Date Date Date Pending Date SubCategory: Roofing Tiles thomas.jemmett@boral.co Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Tye ersio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE D4127/2015 04/24/2015 05/03/2015 06/23/2015 Approved _ Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 FL#7849-R9 Products 2 24 Gage Galvanized Steel Storm PanelstNHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A SubCategory: Fabric Storm Panel tim.robinson@gppent.com or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Design Florida Registered Architect or a Licensed Florida Sea # Product Model, Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 700 - Shake, Slate & Split Shake Flat Profile - Stockton 1213112018 No Yes N/A N/A Code Entity or Date Date Date Pending Date FL#15088-Rl Products 14 Saxon 900- Country Slate, Shake &am ; Slate Y Y P Fla Profile - Henderson 12/31/2018 Y No Yes N/A NIA Toe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Aporoved Status Quality Assurance Approved for Use Aporoved for Use Impact Deslan 15 Saxony 900 - Country Slate, Shake, Slate & Split Flat Profile - Lake Wales 12/31/2018 No Yes N/A N/A Revision 2014 Global Protection Products, LLC. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12/2112016 Validated Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category'. Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 1213112017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes NIA N/A SubCategory: Storm Panels tim.robinson@gppent.com or direct mounted to provide hurricane protection. Shake, Slate, Country Slate Compliance Method: Evaluation Report from a �^'J 24 Villa 900 Medium Profile - Lake Wales 12/31/2018 No Yes NIA N/A Florida Registered Architect or a Licensed Florida W/�� 25 26 Villa 900 Villa 900 Medium Profile - Denver 12/31/2018 Medium Profile - Stockton 12131/2018 No No Yes Yes N/A NIA NIA N/A Professional Engineer FL#15076-R4 Products W Sea # Product Model. Number or Name Quality Assurance Aporoved for Use Approved for Use Product Description Contract Expiration Date in HVHZ Outside HVHZ Impact Resistant Design Pressure 1 20 Gage Galvanized Steel Storm PaneWHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes N/A 2 24 Gage Galvanized Steel Storm PaneWNHVHZ or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A O ICU or not by tracks to provide hurricane protection. O L 0- Florida Department of Business & Professional Regulation Page 1 of 1cz O Building Codes and Standards 1/92017 _+__a L Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of 2 Florida Department of Business & Professional Regulation Page 1 of 1 Cn 0- Building Codes and Standards 1/s2017 Building Codes and Standards 1/9/2017 a) FL#1285s-R5 Product Approval Application Detail Product Approval Application Detail (n Code Entity or Date Date Date Pending Date M Type Versio Revision 2014 Manufacturer Town and Country Industries, Contact Engineer&License Validated By Tom Johnston Frank I. Bernardo ORLANDO L. BLANCO, Validated Submitted 04/29/2015 04/28/2015 FBC Approval 05/04/2015 Approved 06/22/2015 Status Approved FL#17869-RO FL#1999-R5 M ■ ■ Category: Shutters (954) 493-8551 PE-0046549 P.E. Code Entity or Date Date Date Pending Date Code Entity ate Date Date Pending Date SubCategory: Storm Panels tomj@tc-alum.com (305)510-8531 Tvpe Versio Manufacturer Contact Engineer&License Validated By Validated Submitted FBC Approval Aporoved Status Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Compliance Method: Evaluation Reportfrom a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bernardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved Revision 2014 ITW BuildingComponents Group Inc. I Pasiode p P Stuart Lewis ICC Evaluation Service LLC William M. Ranieri PE 03/25/2015 03/20/2015 03/ 29/2015 Approved Florida Registered Architect or a Licensed Florida Category: Shutters (581) 712-9882 PE-0046549 (954) 394-8521 Category: Structural Components (847) 918-6473 (407) 681-1917 Professional Engineer SubCategory: Storm Panels mikeb@allamericanshutte SubCategory: Truss Plates slewis@alpineitw.com FL#12856-R5 Products Compliance Method: Evaluation Reportfrom a rs.com Compliance Method: Evaluation Reportfrom a Florida Registered Architect or a Licensed Florida Product Evaluation Entity L� Quality Assurance Approved for Use ,Approved for Use Impact Design Professional Engineer Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure FL#1999-R5 Products A! 1 0.050&quot, Aluminum Storm Panel 0.050" Aluminum Storm Panel with Optional 12/31/2018 No Yes Yes N/A FL#17869-RO Products Quality Assurance Approved for Use Approved for Use Impact Design M W M Clear Panels Quality Assurance Approved for Use Approved for Use Im pact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure W 2 &quotSafety Edge&quot Storm Panels "Safety Edge" Storm Panels, 28ga 12/31/2018 No Yes Yes +54/-54 Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H & S) Metal Connector Plate 12/31/2020 Yes Yes N/A N/A (0.018&quota&quot) Steel, 0.022" Alum (Pert Non-Perf) Clear Polycarb Halo 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes NIA 2 ITW BCG Hinge Plate Metal Connector Plate 1213112020 Yes Yes N/A N/A Q and (Full and 3 ITW BCG Trulox Metal Connector Plate 12/3l/2020 Yes Yes N/A N/A z 3 24ga Steel Storm Panel 24ga (0.0232") Steel Storm Panel with Optional 1213112018 No Yes Yes +100/-100 4 ITW BCG Wave Metal Connector Plate 12131/2020 Yes Yes NIA N/A Clear Panels 4 Aluminum Hinged Storm Panel .050&quot, Aluminum Non -Porous Hinged Storm 12/3112018 Yes Yes Yes N/A Z Panel Q J SHEET N0. PA 1,2 9 FL#2197-R5 Code Type Versio Manufacturer Revision 2014 MiTek Industries, Inc. Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2197-R5 Products Seg # Product Model. Number or Name 1 M18SHS 2 Mil 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-R8 Code Type Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630-R8 Products Sea # Product Model. Number or Name 1 TJI 110 2 TJI 210 3 TJ1230 4 TJ1360 5 TJ1560 6 TJI/560D FL#1774-R4 Code Tvpe Versio Manufacturer Revision 2014 Commercial Concrete Products,lnc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#1774-R4 Products Sea # Product Model. Number or Name 1 Quality Precast or Commercial Concrete Products FL#5259-R26 Code Tvpe Version Manufacturer Revision 2014 POLYGLASS USA Category: Roofing SubCategory: Underlayment Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products Sea # Product Model. Number or Name 1 Polyglass Roof Underlayments Search Criteria Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved (314) 851-7480 LLC. dwert@mii.com (205) 599-9800 Quality Assurance Approved for Use Approved for Use Im pact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 18 ga. super high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 16 ga. truss connector plate 12/31/2017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A 20 ga. truss connector plate 12/3l/2017 Yes Yes N/A N/A 20 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date Date Date Pend ina Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 j i m.anderson2@weyerhae user.com Quality Assurance Approved for Use Approved for Use Imoact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Prefabricated Wood ]-joist 03/31/2017 No Yes N/A N/A Prefabricated Wood ]-joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A NIA Prefabricated Wood 1-joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Robert Gillis THUY H. HUYNH (813) 659-3707 PE-60122 precastgator@yahoo. cam Product Description Precast and Prestressed Concrete Lintels Validated By Florida Engineering Solutions (352) 588-5311 Page 1 of 1 1/92017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 07/03/2015 06/24/2015 08/202015 08/26/2015 Approved Quality Assurance Aoproved for Use Approved for Use Impact Desi n , �_ Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05/25/2024 No Yes N/A NIA Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 8/162017 Product Approval Application Detail Entity or Date Date Date Pending Date Contact Eno ineer&License Validated By Validated Submitted FBC Aporoval Approved Status James Akins Robert Nieminen John W. Knezevich, PE 03/22/2017 03/13/2017 0322/2017 06/13/2017 Approved (570) 384-1230 PE-59166 (954) 772-6224 jakins@polyglass.com Quality Assurance ,Approved for Use Approved for Use im a Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Roofing underlalyments 041242018 No Yes N/A +N/A/-622.5 Code Version: 2014 FL M. ALL Application Type: ALL Product Manufacturer: POLYGLASS USA Category: Roofing Subcategory: Underlayments Application Status: ALL Compliance Method: Evaluation Report fro a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL FL#1644-R4 Code Type Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1644-R4 Products Sea # Product Model. Number or Name 1 Versa -Lam Search Criteria FL#6527-R6 Code Type Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R6 Products Sea # Product Model. Number or Name 1 iLevel Rim Board 2 Microllam LVL 3 Parallam PSL 4 TimberStrand LSL FL#6527-R7 Code Tvpe Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#6527-R7 Products Sea # Product Model. Number or Name 1 Microllam LVL 2 Parallam PSL 3 TimberStrand LSL 4 TJ Rim Board 5 Weyerhaeuser Rim Board FL#5450-R5 Code Tvpe Versio Manufacturer Revision 2014 Pourers Steel Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5450-R5 Products Sea Product Model. Number or Name 1 PSbox8LT PSbox8L 5-5/8 T( ) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entityor Date Date Date Pending a t _ Date Contact Engineer & License Validated By Validated Submitted FBCAoproval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.00m (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 01/01/2035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 1/92017 Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted a FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 j i m. anderson2@weyerhae user.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A NIA board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A NIA Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 10/31/2016 10/25/2016 11/05/2016 Approved (253) 924-4084 (608) 839-1344 j i m. an derson2@weyerh ae user.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A NIA Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes NIA N/A board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Eno ineer & License william powers Steven W. Schaub (602) 437-1160 PE-60509 bill@powerssteel.com Product Descriotion Powers Steel lintels are field assembled lintels consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars. Validated By SAMU EL A. GREENBERG, RE, (813) 645-0166 Page 1 of 1 1/92017 Date Date Date Pendina Date Validated Submitted FBC Approval Approved Status 03/26/2015 03/23/2015 03/30/2015 06/23/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Desi n Contract Expiration Date in HVHZ Outside HVHZ Resista nt Pres sure sure _ 01/27/2017 No Yes N/A N/A FL#1645-R4 Code T Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1645-R4 Products Sea # Product Model. Number or Name 1 AJS Joists FL#158-R7 Code Type Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing FL#158-R7 Products Seg # Product Model, Number or Name 1 High Strength Concrete Lintels F 58-R Code Tvpe Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Certification Mark or Listing FL#158-R8 Products Sea # Product Model, Number or Name 1 High Strength Concrete Lintels FL#11383-R4 Code Type Versio Manufacturer Revision 2014 Powers Steel Inc. Category: Structural Components SubCategory: Products Introduced as a Result of New Technology Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#11383-R4 Products sea # Product Mode]. Number or Name 1 PowerBOX8 Lintels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or Date Date Date Pending Date Contact Engineer & License Validated By Validated Submitted FBC Approval Approved status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/0612015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.00m (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Wood "l&quota Joists 01/01/2035 No Yes N/A N/A Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or Date Date Date Pend ina Date Contact Engineer & License Validated By Validated Submitted FBCAoproval Approved Status Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved (813) 621-4641 (786) 315-2590 cparrino@castcrete.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A N/A Entity or Date Date Date Pending Date Contact Enoineer&License Validated By Validated Submitted FBC Approval Approved Status Craig Parrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved (813) 621-4641 (786) 315-2590 cparrino@castcrete.com Quality Assurance Approved for Use Approved for Use Impact Design Product Descriotion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Wiliam powers Steven Schaub (602) 437-1160 PE-60509 bill@povverssteel.com Product Description Powers Steel Lintels are field assembled consisting of preformed steel lintels combined with brick or concrete masonry units, grout, and steel reinforcing bars. Validated By SAMUEL A. GREENBERG, RE, (813) 645-0166 Page 1 of 1 1/9/2017 Date Date Date Pending Date Validated Submitted FBC Approval Aoproved Status 03/26/2015 03/23/2015 03/30/2015 06/22/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design _ � Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/01/2017 No Yes N/A N/A N C_ > U N N Q 0 O Ca C CO O CF3 Cl) O C L_ O ^01 W O O M LL Q > •� E Q CU 2 .� +—A VJ^ Q a� O U U) O O L� ry 0 �a U 0 Cn L_ 'W '^ V/ ICU 00 1�1 V ICU tl_I z N_I z Q J a SHEET NO. PA 1.3 �zG6 3zb� rk� ail a F. 4