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HomeMy WebLinkAbout3269 Moulden Hollow DrABBREVIATIONS A.B. Anchor Bolt F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air -Conditioner Ft. Foot/ Feet Rad. Radius ADJ. Adjustable Ftg. Footing Ref. Refrigerator A.F.F. Above Finished Floor FIX Fixed Req'd. Required A.H.U. Air Handler Unit ALT. Alternate Galy. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifold Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Int. Interior S.L. Side lights Cir. Clg. Circle Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lav, Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Decorative T.O.P. Top of Plate Ded. Dedicated Outlet Max Maximum TR TOWEL RING Dbl. Double M.C. Medicine Cabinet Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way N.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. ixed Glass PLF Pounds per linear foot W.A. Wedge Anchor Fir. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof Fir Sys Floor System PSF Pounds per square foot REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 1 9vle W- FLANS sxam1Awe9 ,1,�, ALL WORK SH L!, CODES FLORir. , ADDED VAULT. CLG. I runt rVhP,� ELEr✓ i t ,-y I AND THE CITY OF of H,1;t,L ORDWANt-i=c LENNAR� 1941 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN STRUCTURAL NOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 1 PRODUCT APPROVAL NUMBERS MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. z0® —o z�z Q J o_ z l/) Z N w � p U — Ow ~ N Cn o 0 U a)M w • n, 8 C) M M T 0 c+, 0 N = Gi N 0�0 in CY Qrn rL 0 In O--w rnQo A' NCADC B .,�ti` DCi m:r- O 1-, ID In Z $ �•q �. CAI c F S •��,� Z W var"Iltlt+ �. tL N A OU U 0O 00 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z 0 n CO M M Q � M Ln a cn •— �- Q L- Ln U- Q �M tY U OC) Q E Z J � W d' W zd f� uz�o O 0 w U W Z z Z g!9W L_ 4-1 8 o v® L UJ W gz QO zZ M W z ° _ 9Lu o� J 0 O U o¢o N z Q Z ~��� $��s Z -J �{ Ln a a00�E r-i LLI � Z o $�t< Z v)Z do g W z ¢Lu o SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. CS c c v O A O S3 H.B. I EGRESS EGRESS 111111111177771 OO- PAD 36 36 c "-r6l"�EP I FIBEGLASSAC A W RROUND U 3 \ RANG u61 "�!�° " 1 TYP @ 1 AI-00 \ _ ', '� 0o � T B .- --, 2„ � STORY 00 \ 20'- -' 63g - !► N -- �tTI�H, -- 2'- 10'-4" 10, �,. 2 v 2-4 I 5. t„ O1, 11'-0 00 o� c7 E \ I VAUL1 N p — bISP 0 r— T,4ESINKwI I - - I �° r I AT o I CAFE J, N J I D.W. I ' BEDROOM 3 BEDR OM 4� O ., 8-0 CLG. PA I °O °0 - o \ L J r - - - - - - - - - I I -� I . BEDROOM V-0" CLG. 2 CARPET ,_ „ 8-0-CLG a TILE'- 8'-0" CLG. CA PET "'c7 w r - CARPET - _ C _ _ 8'-0" CLG. 00 �- z o - I o -'-- _) - ! I CARPET o co u�ip--a � o OPT.I M N 'L - REF. I _ 5068 B.F. 4068 B.F. 4'-0" 11'-7$'1 - - -10"-- - ----- -- -- 6' - 4 7" 8'-8" 5'-4" 14'-6" I 5' 7'-6" N � N -------R&S 2668 -1 2668 � r iv --- — — — — R&S HDR AT 74" - — ------ -- . 23'-0$" 3'-10" T-8" 10'-10$„ I — j -',, $ 6' ' - ,� „ 5. 0„ '4- LO- �----F--0-� *_-I --ENTRY FAMILY RM 9,„CL 8'-0" CLG. Lo-r , 2:12 VAULTED CLG. 9'-4" CLG. ---_ TO N I CARPET -'- - R.A.G.(4) o 2x4 #2 SYP - K STUDS W/ USP CC G.T. ' w - ---- -- _ - -- S3 HTT4 @ BASE S3 S3 1 - " S OI ao _ I 11 NOTE: ISHED AHU - `�'N ;- - -- I WALLS TO BE 8- C-G N �� I I I I A I nN—r> FLUSH. VERIFY IN ILE� I` I. IU- I I S3 64" 4,_0. 11x �-I FIELD. OPT. D OPT. TYP @ 1 STORY -+,- TIC �1 - 1 1! I I II I I III LA (4) 2x4 #2 SYP STUDS BERGS �OCD G W/ USP HTT4 @ BASE SURROUND L�� 1III 1 N 3 1 - - - - - - - - C,60"x3" HANSON I I Q I I SHOWER c00a BOX @ 36" P ,�I wA.F.F. o - _- I � I I I I EDGE OF SLAB 2" I w >DRYER VENT BEYOND WALL p II II CrO 2868 - tROOF I I 5-31 i THRU 3'1. =U) 17'-O8 -- I x 10" 3'-0" 2668 7 8„ I 20'-O$" I coo I 7g' I O6� Mw ' -- ` - I -- - Mr Ica 2 CAR GARAGE I I I I N r OWNER'S SUITE -- -- r- - - - -- --- - _' W.I.C. Ir 8'-0" CLG. I I I I rn I 8'-0" CLG. 00 TB- ''. - - - 8'-0'" 8 -0 CLG. 1 2-6" BUILDER TO I I I I CARPET TILE CARPET I PROVIDE I t I IN I APPLIANCE I I I I I I o 6"DP°' I ---- _-- J W.H. PROTECTION N WHEN REQUIRED PER FBC L T - - - - - - - - - - - I I R- A D H.B.+ S3 S3 I All HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 112" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 184 X 25 J S.H. 13 20X38j 184X37i S.H. 14 20 X 50 j 18 } X 50 S.H. 15 20 X 63 18 } X 62 4 S.H. 16 20X72 184X714 S.H. j 32 27 1/4 X 26 26 X 25 4 S.H. 433 27 1/4 X 38 � N/A S.H. j 34 27 4 X 50 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 J X 63 26 X 62 112 S.H. 436 27 J X 72 26 X 71 1/2 S.H. 22 37 j X 26 36 4 X 25 1/2 S.H. 23 37 j X 38 j 36 j X 37 3/4 S.H. 24 37 X 50 J 36 4 X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37 J X 72 36 } X 71 1/2 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 � X 25 4 S.H. 33 54 X 38 j 52 j X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 j X 62 j S.H. 36 54 X 72 52 4 X 71 # S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is 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 flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 O +23.0 / -25.2 O +23.0 / -28.9 GO SEE SN SHEET OH SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND TYP. 2x FRAME WALL BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1113111 1ST FLOOR LIVING AREA 1936 LIVING TOTAL 1936 GARAGE 416 FRONT ENTRY 24 TOTAL AREA 2376 INSULATION REQ. LOCATION I R-VALUE / TYPE EXT CONC WALL EXT FRAME 2 x 4 EXT FRAME 2 x 6 CONDITIONED CEILING R-4.1 HIGH PERM R-11/R-13 KRAFT FACED R-19 KRAFT FACED R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION I R-11/R-13 KRAFT FACED (GARAGE / LIVING) CO Z — o z �° CO z Q J z C1 Ln Q) 4--J w 0 U — O Lij Of C/i ::D o o 0 U a) M W ~ — U mmcM N 0 N O O ST o :EU_0o 0 C D Oa8 v Q rn Ch o A 1 N C B D C �� B D® v --A`�/ .w �8.rn_ 8 Cw" < Z`'z z �' C LL ' W ' �'''. '; Z O gyp' OsLLW a cm co 0 �U W U 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z r-4 0 a) n O 00 tJ) M M Q aLno < (1)U_ CL U a00 a .. z J � W d- �o Z .- wz90 �U Z 0 w K z� � z a W o� u_� L V LAL z O � 2:z C3 � M � a 0 T f OZ �Y1= O J O¢' z tl.I 0 J Q z 2 <�6� J � Lij � fa-Z� a ,-1 z Q zg _ co O � �9 rn ,-i a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 1.0 11 I I I I I 1 IF II I I I I I I I I It 01 I I 111 1 rm1 1 rll 11 11.1 t I I I ' i I I I I !' I' 1 1' ' - -- -- - 0 00 N V� MIRROR OWNER'S BATH KITCHEN ISLAND OWNER'S BATH KITCHEN 0 00 KITCHEN BATH 2 O co 0 (V q M INTERIOR ELEVATIONS_ UI "' z <`> 0 — o z z a J Uj Cz V ! V W U-3 LU /4--d V Q w o O0 U W E U W ON! CM C n3 Cl) N 07 'O oopOOai N U 0) O Y C Y Q Of CO ur) Oy d) Q O A, B Do N,C B D C s r'R Z O J/e� _ W Z H� Z U1 �,� ®R C)Ft W a N a-'1r17(Il 00 �ti� 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 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. It O O Z cV 0cr� �r�MO M Q a cn•�� a°U-U" CL M 0� U 0-00Z J � W Z ce Q za of f� waira Zoo Z W W Z Z J o i ,—� a o��g U N Z `` / TLU V •/� Z LL Cc w 0 a U = � — z �� o� Y J U O N 0¢ �aZg a Zoo d. �oZ,3 J r-1 lLlUj Q Z z o U $ U M k Lr) z � LU OR •-{ a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO- 10 SHEET NO. 2.0 0 0o 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS — 11-011 1" x 9" SMOOTH TEXTURED HEAD/BAND 12 -� - 12 1" x 9" SMOOTH - 12 TEXTURED 5 �5 FREEZE BAND HEEL -——®--��_ L_. _ _- — — _ — ---- ----- —' --- —— — — — — — — — —— — — — — — — — — — — 12 ®-� F5 — L 5 •• TEXTURED W00000aa CEMENTICIOU 00 NJ I 1 011 IN I INI INI 11 0 +3" SMOOTH 00 cM FRONT ELEVATION - 61 SCALE: 1 /4"= V-0" 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS T.O.M. - - T-0" RIDGE VENT 12 5� 14'-0" RIDGE VENT 12 Q5 HDR HGT. TEXTURED __ 0 1 CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL.----------- RIGHT ELEVATION - B1 : 1 /4"=1' General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA/ UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SO. 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) 186.25 = Amount of allagin Vents Needed 0t� z M 0 - o z z a J room z Cz V7 0 Q) U w •� rC) U IOI^ � ffV ^II E N 00 U LU E — U C M M O O N _ U N tu- co a r; �� Qrn u7av rnQo A ' B D. NCeDC f V 11 t •� r- C*= r: h7V S��tai'�� U � tp Z IA O N `,.... IL Ul 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. 11 0 0 Z N O a) N i--r 4-' p M O Q U) M Ln n. �'_ V)i CL oC U fu 00 Q E to Z J � W o: z a¢ z fn �� z O W UZoo ZwZ2 z `r"_'������ �yy z LJJ o V , LU Q z gz � l� 0 z a 0 0 C:Q U Q z LuJ <v= 0 J O CC X •Uyy V K 8 N LL_ �a z z J t-i Ln di118 as o W Zu rl M Q a z �,, a 8 �L Z k U.)Z m ^ � LU W r, +-t a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.1 i i Z c a TOM - — EXTENDED OVERHANG TO BE CENTERED - ON DOOR 3 TAB SHINGLES. ROOF - — INSTALLED AS PER MANUF. SPECIFICATIONS - TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP. ) REAR ELEVATION - B1 SCALE: 1 /4"=1'-0" 12 5� 14'-0" RIDGE VENT 12 5 7-0" RIDGE VENT 12 5 1" x 9" SMOOTH TEXTURED FREEZE BAND — --- 3 TAB SHINGLES. ROOF MANUF. SPECIFICATIONS — T.O.M. ------------------------------------ 1'-00 ----------1'-011 HDRHGT. -- - - 1-01 TEXTURED TEXTURED CEMENTICIOUS 01 2'-O" FINISH ON C.M.U. (T,P) TEXTURED CEMENTICIOUS 0? FINISH ON C.M.U. (TYP.) ---_F.FL. +3" SMOOTH TEXTURED BAND LEFT ELEVATION - 131 " =1'-Orr General Notes ROOF CRITERIA: 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN - (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 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) 19 = 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 0- Z M — o z c`flLU z Q J 0 (D(^A Q) cn w IM 0 U — w O C I- o i� Vi U W E :_01 �- 8 tM rNi M C CUM l` O M 0 0 _ W 0 su-co co Cc � C Y QM CL � 0 rnQo A ' B Ds N. C B. 1). C `✓ 11�1 0 z C1 �.�.teo V) W M . To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z N O N t-1 4ma O Ln •� �D O I> -I U M O Q 'gyp In z a v,•Ld- e-, a° � a ^ ce V o. 00 Q z � u z z�(0 J W �z cc z d U f¢ ~ O wz- UZ80 Q z szz Q in °-zf- w 0�°E,8 " � � L � w is i z w3 a O ,d C Z U Q� LU 81Z. w . O W wo S N 0a Z Q�X� Z W Ln ¢w a J r—i L1J Q Lj j Z z u �wZ M m � ^� • 4Z :5 = W SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.2 I J- � I , - I VARIES 1'-10" 12" 21' 2" *NOTE: 1" RADIUS ih 1" N FOAM TO BE USED 1/2" RADIUS ONLY WHEN 3 1/2" RADIUS z o REQUIRED BY ~ �^ 3/4" RADIUS 4 1-5 "e z COMMUNITY Q J c.l oo io SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" N 1/2" RADIUS SIN "� BUILT W/ STUCCO. 1" 4" VARIES ��* N Cz EDGE OF z �- OPENING VARIES n� CD o cr> M w 0 N 21,, VARIES U i 2„ 2 12 VARIES 0 C LU 0 yam. ^IN v, r) 4 1 1/2" RADIUS T (� U 00 �N Cl) w E m�N N - 1— T •- �i Mla � _ 2 1/2" RADIUS �l� r -IN -% 1 8 O 0 " c%N� SOD = N = f9 SO �" �" b1 v m U5 0. o VARIES 12 3z 11" 32 sr ,� o o � a -- `° rTv 1,1 1 „ 111 Q rn rn Q o SIN 011 1'-8" N C B' ��� ,11 111 j° a BASE • B D. 4 • co p C�Q N 000 N tA Z r O o d Z o MW4F *NOTE: VARIES g° 2° 1 0 z „ z c p J A/ N LL N cc W tL FOAM TO BE USED 12" W V <'a & LL N n w ONLY WHEN Z c 3 11, y�Ew« REQUIRED BY 1'-6" tiff o ^ m m COMMUNITY L SPECS. IF NOT, 1" OPENING VARIES 2 �'N 1" 1'-4" W a N ¢ N Cro DETAIL TO BE 21, 2,1 `o o , < o BUILT W/ STUCCO. EDGE OF I c11 I r To the best of the Engineer's knowledge, information, and OPENING belief, the structural plans and specifications contained within these drawings comply with the Florida Building • ' 24 • ' 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 , I I 1ou CV 10" 611 1-1/2" THICK 1-1/2" THICK CV 24t' �} N �'� 1 V O N r SIN 1-4 O � 1` ^ v F> U.) O c) 2 N 3" 2- iv Q j M L w w O Q Q ;3t (11) Ln Q Q LL ^ 1-1/2" THICK ' ' ce v CL � 2411 - ¢ � 00 z3: � 2'4" 1'-10" 31" J C) ~ �11 1151, 5211 7" 4' W t.O 5�11 11.411 3" Z N 00 1. " 11, 12' o o iyS„ U) 22' VARIES VARIES ol 4" 8„ 1 „ �1 z 32" 4i VARIES VARIES Qz a n 6„ 4" �ao� r---------A U z 0 o y I I z�zz 50 N I N /� N 7-1 N s J w io i R in 1 414" � KEYSTONE F11 0 � KEYSTONE F11 00 I 6-, 2 a Rq �„ _ �I OPTIONAL OPTIONAL o � wu, $ �2-h `" z r` Q U g o 3„ � � Z VARIES 4" GARAGE DR. OPENING 4" 3" a 4" WINDOW OPENING 4" 4" • : : NOTE: z a M F- • • INSTALL OVER STONE, TYP. ' • FIN. TO HAVE TRADITIONAL 'a 0 0 LOOK & SMOOTH FINISH O a NOTE: � • FOAM/ EPS MATERIAL IS U _ f > SMOOTH FINISH 2ACCEPTED f • FIN. TO HAVE TRADITIONAL LOOK & o 14 164 1aJill �- F— IL P o • FOAM/ EPS MATERIAL IS ACCEPTED J 2 11�11 0 Ct x � � g 3'-8" 4" 3,_0„ 4" © LL -u . 8 2 1 101, 14101,T o *k N �u4o:J 2'-1" N Sa5��Ow� 00 co v co N 4" 1'-12' 54' - z (� Y ow N z w 0 w (V 1 „ 7,, LLJ di = a z O T- G Q w F 1" M Q z�� �Ln z _ z N A 4z W —12 -1 z a O 1` J = w N r, ,� a cn SCALE : AS NOTED DATE : 2/24/2014 MMr TECH: MJAM ES 1" Rro„ VERSION NO. 1" • 2no N� SHEET NO. J.,GENERAL NOTES: • 1.5 LBS DENSITY STYROFOAM F 1 • POLYCOAT (HARD COAT) • ACRYLIC SAND FINISH L_ Y ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL NEMA t 2Do AMP #14 copper to lights & outlets 912 copper to 20 amp clas #10-2 copper to WH #103 copper to Dryer MAIN -W 2/0 or 4!0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER_y WITH CODE APPROVED NEC 08, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. G E N E RAL 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 PqT DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH � 4 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN EXHAUST FAN/LIGHT COMBINATION ®D ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) E PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR WP DISC. GFI H.I DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn =o nnr-n1E_ CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) I W.H. VERIFY LOCATION TELEPHONE (OPTIONAL) GFI ----- -----J ELECTRICAL PANEL © TELEVISION (OPTIONAL) © 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. RECERM FOR ALARM VERIFY METER O THERMOSTAT SYSTEM LOCATBUILDER WITH T ELECTRIC METER NMI ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR < J OPT. CEILING FAN 89 (1) PHONE LINE, (1) DATA PORT MAIN FLOOR ELECTRICAL PLAN SCALE: Y4"=V-0" O Z M — O z Z Q J W LL1 0 U W 0f O~ = O �V) o0 LU co C f6 Cl) LL 0000 � ao U( ,e �C.o O Qrn 06 rnQo At B Do NCa DC � N N_ t� N co p L` C C) N O O co Z � O i MM�Z A/ Il.. p U_ l.L N CLL 0 w CL W VQrL Z 0 W�gw 0 o 3M��0 M . gE:rn: QM o W o <0 El El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z 'V O I� 0 � M O M Q M Ln d' IZ cn •L a ��� F- a • f j i� V a 00 a E Z WJ C:) �Z zaa �a Z _3 w 4 Y � ww = z z J Q xf 0wo8 U U ��W i d" o Z Zo > V, ZZ Wg 3 M � W tail �a Lu O 0 0 LL Q� J d Z I;0� ZLU N Q � a a $�CK Z Ln a o� J rl 6j � t$$a- z 8 " t2 r-I M Q Q Z~Z Lr Z yrj CalZ ° g W <Z f ,-t SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 4.0 VENTED SOF 46 SQ. FT. \/CnITCr1 (ZnCCIT II^7 4Zn CT V `1 V 1 `V V%JI 1 1 1 \/V Vvc• I 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 U 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 SQ. IN. of SQ. IN. of Ventilators ventilation soffit ventilation vented be provided Ventilation Ventilation See Elev ( ) required needed required soffit by upper needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) "NOTE" GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND IF SOFFIT IS LABELED AS "NON -VENTING" 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: 74'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by 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 0!� Z M — o Z `O Z Q J co a z cn w o U — Ow (2f ~ o .� c) m C" L U E � -8 01, Cl) C M" T Dn o00 = ai 1111_ Uy t li ao man rnov Q rn oi<6 A N C " " C \��-pv, 1/r, r� ��• E'er v-4 `_. �X:� � C,� -5, o M Of 'Q •c-�•i� J �Z Co.. :ea .o ;.; .ter �u (1; a • city N .7 LL Q 0) 1ikw W N Q 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 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 rMo O Z cV O�� >J)Mo M Q U-) 2 a in•�� In < U_ a ^ 01� V CL 00 z Z WJ C:) d� J w� zg F in ce Z Utz,z �jw aw � O� Z w 3 ¢ z a a U T LLam w LU TO 0p N g2J z Z --I a w a E? J L1J Q dia Z Z o a M k z o g = az Lu SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. 5.0 c c d 64„ 1 �_98!„ 3'-2§" 5'-0" 5'-0" 5'-10" 01 H.B. TYP @ 1 STORY S3 U.N.O. 2'-10,9,1" 5'-1 ............ 0 ................ ................. ........ N .............. ....... ...................... 9, er - 01 • I o I r16'-0" -g6'-10" .' \ \ C11, ■ fl I I \ \ \ \ -31/2" I \ \ \ SINK /DISP I in L _ _ \\ \ I I D.W. I I I 'T .. I}I S3 N o \ \ \ IL— — — J ND I CHASE TO ISLA o I I TYPO 1 T ■ : PROVIDE 1 Y2" RECESS \ \ \ CJ L — — — — — — — — — — — — J CJ CPT' ; ; T CJ CJ, : �\ CJ -1 FI I ; ■ STORY U.N.O. STEPS AS REQUIRED FOR SGD. REFER TO \ KITCHEN ISLAND REF. : ; . , , , , , , 10'-104" I PER FIELD ; I MASON'S SLOPE FOR I \ LOW WALLS o ' CONgIUONS WIDTH 16-10" 12'-10" r \ I INDICATES FILLED CELL w/ 3 00 PSI \ \ ; ; ; , , , , , , , , ; CONC. GROUT FROM FT. TO BEAM I \ \ HVAC CHASE """" " " " " " ' " " " " " " " " " " " ' " " t W/ (1) #5 REBAR VERT ABOVP SLAB \ \ BASED ON 0'-0" TOP OF CONC./ PAVER T BE 4" I TYP @ ALL PLACES SHOWN \ \ LOCATION BELOW FIN. FLR. HOOKED FTG. DOWELS 5" EYBED \ \� " " " " ■ ■ ■ ■ ■ 4'-0" I 4 4„ 4'-6" \ PROVIDE %2" x 9" "GRADE W/ 25" EXT. ABOVE SLAB 40 \ ' SLOPE' `O \ \ RECESS FOR FRT. OCIR M STEEL" ' I \ \ I L - \ \ 2'-6"x2'-6"X1'-0" F:FG.4" S3 r 25'-1012a„ \ \ \ 9'- W/ (3) #5 E.W. 5'_0" 00 ■ 00 .. — —— ■ o A TT.. \ K I I iio TYP @ 1 STORY 83 S3 CC I - '- U.N.O. S3 EAH (2) #5 REBAR 2'-6" x 2'-6" x 1'-0" I I I VERTICALS w/ in ' N : 3 5 ■: I I I ; FILLED C� 1L W/ (3) #5'S E.W. 2'-6"x2'-6"X1'-0" A o n - M W/ (3) #5 E.W. ; - 3 1/2" SLOPE ..III 110 ..........^.. ................. 03'-6" ■::. .................. Li-T 5'-3" O M II T. N O) ■ : — CJ :: CJ — CJ t 3-1/2" MIN 3000 PSI CONC. I I 2'-74 6'-5' 3-2,' I CD zn I SLAB FOR HERNANDO COUNTY ONLY I I: K J 0o 3-1/2" MIN 2500 PSI CONC S3 d SLAB OVER 6 MIL VISQUEEN I M`� I S3 I I VAPOR BARRIER ' N 35'-4" 20-6' ' ■ : I I I :: I BUILDER TO PROVIDE 1 I 01-01, I .: • I ; APPLIANCE VERTICALS wAR : ; 4'-0" : : 12'-1' O PROTECTION FILLED CELL I 00 I WH• WHEN REQUIRE D L---------+— 4d PER FBC --- — -- --------_j: — -- — — ------J 00 q H.B.T S3 TYP @ 1 STORY U.N.O. 6,�g„ 6'_0" 6,-0" 6'_0" 6'_0" 6' 0" 5, 28„ 7. 1$„ L 1'-4" I 7-10" FOUNDATION PLAN, 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 114 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN W CONTROL JOINT DETAIL SCALE:1 11Z'=1'-0" '--#5 CONT REINF. SEE . ,• ; _ FND. FOR QUANTITY ' �•' ' #5 X 25" X 25" CORNER �•' ' •'' ' ' �• •' BAR ONE FOR EA. - • •.- HORIZ. REBAR, TYP. •. - • "•• • • U.N.O. •, . •, , •. . • "Alternate: The reinf. bars shall be • • • • •• • • • Cont. around corner by cold bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"= V-0" a (D - Z o — o ztou Z Q J V) CD W N 4_j tL p U — w O F- o co o0 ~ m n U W E f•- 8 rn M cn C M co M .Q cn N 41 Uy 6 _- L U-00 d- cn a Qrn if)O C 0iQo A, N C.a D.0 � B D• - N•. O 0_4 ZOA Z W OU OF— 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 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 0 to '� � ;(nMcc:)) V) M Ln Q U_ CL IDC U CI OC) � Q Z W_jo� t.O J oz Za f� z Q0MO Uzzjg J Qo = Z.Z Z CL �g!�W 26 Z'W"°� uW L z O zz fz > o z 0 LJ._ U _ ru Q„ 0 00 ujuj � OR To� tV a Z, Z Z IN T-1 w� � a o�Z J Ln rl 11J � o Z o U ,Q�2a z Z `g CO O gUj •--+ 0- cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO, 10 SHEET NO. 6.0 r (2) A A (2) r (2) dn> D 3j? D m m D D Q Q Q Q .�i a rn 0000 W riD CJ3 CJ513 EJ5 W EJ7B EJ5 EJ5 .: EJ7B .... .... .... . .. � ;CJ1 NGC. EJ7A EJ7A I _ EJ51 0 X y�sj (2 CJ31 EJ7A . ...... ..... ..... ..... .. n :147f ill EJ7A : G1 EJ7A D EJ7 EJ7A ... • 1 I 7 D1 S3 : � I EJ7 EJ7A .... ... ... I t 111 EJ7 EJ7 X r (2) EJ7 EJ7 EJ7 q EJ7 I S3 EJ7 EJ7 CJ5 CJ5 CJ3 W CJ3 W J1 CJ1 00 A A S3 (2) A (2) UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 - 10d x 1 1/2" HTA20 1615 1585 10 - 10d x 1 1/2" B HETA16 1810 9 - 10d x 1 1/2" HTA16 1615 1585 10 - 10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 - 10d x 1 1/2" HTA20-18 1400 1400 10 - 10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 112" G H10A 1340 1015 18 - 1Od x 1 1/2" RT16A 1380 1160 9-1Old X 1 1/2% 8-1 Od H HT74 3610 3105 5/8" ANCH. l 18 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 111 J HTT5 4350 3740 5/8" ANCH. 126 1061-1/2" HT75 3225 518" ANCH. /(28)10dxl-112 K HD3B * 31305/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD5B * 4505 3785 518" ANCH. 314" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD B * 6645 5650 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N IIIS26 1165/1070 ** 1005/915 ** 8 - 10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335'* 1335/2820 ** 20 - 16d x 3 1/2" HUS26 1925/3295 — (20)16d x 3-1/2" 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 14-1 Od x 1-1/2" T MTS20 1000 860 14 - 1Od x 1 1/2" MTW20 1195 1 1005 14-1 Od x 1-1/2" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS HTS 20 1450 1245 24-1 Od X 1 1/2" HTW20 1530 1285 24-1 Od X 1 1/2" SP1 585 535 10-10d SPT22 685 8-10d SP2 1065 605 12 - 10d SPT24 1030 12 - 10d H P2 645 1 555 2-1 Od 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 V-1 ------ 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 10 y q�R�E R CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 5-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN. 0!� z co o _ z° z� Q O tnn,I, UI cn w I p 'U — w O L ~ 0 (/) 00 ~ U mti �� w U C-C, O M O O _ d W ' af4 p yLLoo 0 Y o Q tf) O � a -- A� N -(' R -I] C Ila: ��• � z° 4-7 z rn tic ILL Z�� LLW U U U H ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. Z O v F-1 4..j C:) M O M Q -(0 Ln a U1 L n Q L- LL CL CIO-,UCLo z Q z E u (0 Z W �R zaa Z w ¢ 08 of Uz00 QZ J W w o�z 0 w J T o co L _Z C � z z0 Qz oz Z M LL C �3 o CU -0 -a 0o O Q I \ V = J LL- QZ QJ w < 0 J 0 O V�V 0 0 w �a�� /0/•�� I..L �w�:j Q z Q Q ~ Z W 7" I Ll� :�u� J �--I W 2: Q Q Z 'n z U gs�a H a�Z ri M Z p� J7 z CIOZ o ^ g = O <z a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: M]AMES VERSION NO. 2m0 SHEET NO. 7.0 ���rrrrr� rrur�.�.■.. � ■■urwua� �w 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 verical (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load < 1 .0 a e vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY IN, log N 0 IUVI V kVJ flkwj 8F441B/1T8F40 1B/1T 8RF400B/1T 81`321B/1T FORM do GROUT SOLID Q f. = N Q O LL] O #5 BAR CONT. 8F12-1 B/1 T "V" LINTEL DETAIL SCALE = N.T.S. i I TYPE DESIGNATION REBAR IN. R (1) REQ'D ALTERNATE POWERS F =FILLED WITH GROUT / U = UNFILLED = R RECESSED CLEAR STEEL LINTEL n QTY. OF #5 O ° REBAR @ BOTTOM ° OF LINTEL CAVITY G ` .M.U. #5 REBAR AT TOP ° w a ` ° MIN. (1) REaD 4 1-1/2" CLEAR iE/1T 8F16— 1- a J ° ° ° , co f z GROUT D n �O NOMINAL.QUANTITY OF ° 5 REBAR AT = — cn w C.M.U. 4 - WIDTH #5 REBAR AT • C BOTTOM of a N Z F TOP o—BOTTOM LINTEL CAVITY U O ut _ X Lu NOMINAL- o¢ V HEIGHT REINFORCING ¢ ¢ C7 cc f 7-5/8"ACTUAL PROVIDED IN LINTEL Z�Z LL Ci W N F a D 0 D 5 REBAR AT BOTTC " NOMINAL WIDTH (VARIES) v> m tr R o o AS INDICATED MATERIALS-16 GAUGE POWERS c'�i precast lintels = 3500 psi. STEEL BOXED LINTEL 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi wt POWERS STEEL BOXED LINTEL NOTES (ALT.) 4. maximum 3/8" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ ONLY IF NOTED ON LINTEL PLAN minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. 1. Refer to manufacturer's specifications for installation. Prestressing strand per ASTM A416 grade 2. Contractor to provide proper protection of lintel to prevent rusting. 7. 270 low relaxation. Refer to manufacturer's specifications. 7/32 wire per ASTM A510. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 8. Mortar per ASTM C270 type M or S. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel piaNdetalls for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to 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 applying the cementitiuos coating. See contractor specifications APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 4'-6" ILL 4'-6" ILL O O 5'-10" ILL O LINTEL PLAN SCALE: %4"=1'-0" Z o CD Z Q J a. Zn� W U/) i--) w U O w C I- 0 00 U Lu E —3 W dM cm� 000 .2 r' = N Uaa)) L Il Co 7 aD moo Lv Y Q rn Lo O 't 0% <a A 1 Scj !r o . n � �U1 N 1� N C•LL �? oLIL - SS &I i- W Q N rt�) U ion, and To the best of the Engineer's knowledge, information, belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code St h 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. 1l O O Z tV � 0 ate) � M O M Q V) Ln if to •L Z 0 LL a �-. F- ZQ Q U Qco Z M J � W J w Za f< F ado: o: QWo w LU rsozz ta00 0W._F8 UalrZ® > Ti ZZ gz Z M V)3 z �< � -v � C: z U ^ 1..� J �— o� < F- � z U, U� PV J Z O J Oww Z Ln J W Q LL Z 1¢-LWL Z U Q $ Lu M Z t W CD O _Z r+ a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: M)AMES VERSION NO• 10 SHEET NO. 8.0 i II NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31 T, 2003, CHR MATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENE RAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NE W PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT I THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE 00 C S E CO S E CON AC OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 I R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES. 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS. 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES 1524MM MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM ) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES t 2 INCHES (914 t MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 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: 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 61TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1. 1. 3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.1.5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ed. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1.1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ed. (2014) AND FLORIDA BUILDING CODE 5th ed. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3.3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: : DRAWINGS AND CALCULATIONS REACTIONS AND LU 0 BEARINGPOINTS BRACINGREQUIREMENTS,AND CONNECTION T S 0 SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2. 1. 3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2. 1. 10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 3.2. 2 A AR BE N ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2. 4. 1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (2014), AND CONDUCTED BASED ON 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 y„ 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-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT, SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W11.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED. 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4. 3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION, 4.4. STRUCTURAL LUMBER 4.4. 1.1. INTERIOR LOAD BEARING -WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E = 1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15/32" EXP 1 OR 7116" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATIONS SUCH A S SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4. 5. 7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS U.N.O. ALTERNATES TO "J" BOLT N S ARE NOTED 0 PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850 PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv = 285 PSI 4.7.1. INSTALLATION OF ALL STEEL TO BE PERFORMED BY AN EXPERIENCED, QUALIFIED STEEL ERECTOR. 4.7.2. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH A.I.S.C. "SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS". 4.7.3. STRUCTURAL STEEL: ASTM A36/36M 05. 4.7.4. STEEL TUBING: ASTM A500, GRADE B. 4.7.5. WELDED CONNECTIONS: E70XX ELECTRODES, MINIMUM SIZE FILLET WELDS 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ed. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection and -treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Imgation/sprinkler systems includin all risers and spray heads shall not be installed whin 1'-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 518" 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 rairlf�11 occurs before vapor retarder placement, retreatment Is requirreedd 9. FRC R318.1.5 - C rete overpour nd mortar along the foundation perimeter must be removed �erfore exterior soi treatment. 10. FRC R318.1.6 - Soil treatment must be applied under all exterior concrete or grade within V-0" of the structure sidewalls. 11. FRC R318.1,6 - An exterior vertical chemical barrier must be installed after construction Is complete, Including landscaping and irrigation. Any soil disturbed after the vertical barrier is applied, shall be retreated, 12. FRC R318.1 - 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 = it DESIGN WIND PRESSURE: (COMPONENT AND CLADDING) WORST CASE (10 SF - END ZONE) # END ZONE IS ONLY WITHIN 6-0" OF ALL EXTERIOR BUILDING CORNERS WINDOWS AND DOORS 140 MPH + 29.7 PSF / -39.6 PSF (END) U.N.O. CONSTRUCTION + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. TYPE: 5B GARAGE DOORS (V = 140 MPH) SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW ALL DRAWINGS BEFORE CONSTRUCTION BEGINS. FLORIDA DESIGN SOLUTIONS, INC. IS RESPONSIBLE FOR THE STRUCTURAL INTEGRITY OF THIS PROJECT ONLY. ANY DISCREPANCY BETWEEN FIELD CONDITIONS, OTHER DESIGN PROFESSIONALS' SHOP DRAWINGS, CONTRACTORS' BUILDING METHODS, AND THESE SIGNED AND SEALED DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF FLORIDA DESIGN SOLUTIONS, INC. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: GYPSUM BOARD MAY BE INSTALLED USING GWB54 NAILS TO SET IN PLACE. FIELD FASTENING SHOULD BE TYPE "W" 1 4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1%" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE %". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. �too z m o _ z° Z Q t2 v, Z CD Lnnn '' U-) "W W W O Lv ~ o in CO (/) U W p rnM m C m m = ai "00 U LL co o 0Y- Y Q rn ao u7 O er rnQ o A ' N C B D C -a\ 1 l� S 4 f f 1 8 Do • 1`� ID vtv�- q�4 cj co . z4, o74 urn - a .. CvL oz, a - Q &, �o Z a LL ' q •�\�!• v��r!E�ii'i ii�` W aM )ttQ N O 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 0 v M O M a��'� z if to •�, qz- (A 0 Q LL I-M a� z Q E � z 3iU Z t'u W � tD d' �Z wiz Z a f� uZ80 ZLL, WQ� t=VZZ §�w a0u) 8 8 o LLJ Qo Ce Z zz Z -Ip I <C 0 a U = (� a �f LLI 89 goo Y o J X8 �C0W *k U) ao¢ Q arzo Z LU rl LP) cc ,� 612 J r1 11J Q � Z g z a�Z M k � Z z o g = az uj r'1 r-i d V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SN L I 1' I. 1 1 1 1L I' I _11 i i CORNER OF HOME GARAGE SIDE w J m a co ROOF DIAPHRAGM NAILING SCHEDULE Pinr.F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + -0" (TYP.) + + 6'-0" + + + 6'-0" + + + + + + + + + + + + + +++ +++ +++ ++ + + + + + + + + + IF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + io + + + + + + + + + + + + + + ++ +++ ++++++++ + 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (utt) 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 Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 woad panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2 x _ lumber Double 2 x _lumber DOUBLE JOIST CONST:z1_1;! (Not required if both load ° r Filler bl° r /^ 1/8" gap / 1C FILL CELL STD. 900 HOOK BOND BEAM CC w CONT. #5 `� STD.90° BAR > HOOK 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 BEARING COLUMN CONT. BASE PLATE SEE PLAN FOR REQ'D PLYWOOD FLOOR PER PLAN COLUMN AND CONNECTION _ J�SHEATHING / TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI '--MASONRY WALL OR INTERIOR BRG. WALL e TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH - Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRG. WALL N.T.S. 1/8" min. } Small 2" min. 2" max. gap 4" max. Web Stiffener Fastener Schedule Joist Bearing Location Series `Depth End Intermediate ®' 9-1/2'' 2-8d -__2-8d _ BCI 5000s J, 11-7/8" 2-8d 3-8d -5-$d __ Clinch nails � ��'� � � 14 2-8d - \�I possible 1) Support back of web during nailing to prevent damage to web -flange connection. Tight fit i 2) Block solid between joists for full length of span. Ti 9 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 2x4/Plywood/OSB web stiffener 2" Imm 4) Place joists together and nail from each side with 2 rows of 10d nails required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite - Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y8" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION-Birdsmouthcuts. N.T.S. - -- Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash=20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1l16" 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 Sw 5'-0" Q - a STUB -OUT FOR 1'-0" o ° C)GAS METER O o 'n 9 O N = • 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. 13'4" (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'-V (2) 16d TOENAILS 2" X 6" @ 24" O.C. 8'-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 16 4" (1) USP HTW20 OR (3) 16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) —I Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES -� DO NOT cut, notch or drill flanges Boise Joist Blocking I lsa 3" (10cfi nail.. at 6" n r. Provide adequate bearing for each lapped joist. Odnaits SECTION @ INT. BRG. WALL N.T.S. 91/2" ' 2-8d. 2-8d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing fl 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) !KNOCKOUT EXEMPTS) D (see table below) Joist hanger io ❑ 6" A 1Y2" ROUND HOLE MAY 6" 6" DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Yz" 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 Y2 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 1Y" 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. USI MU 5/8'11 THRL BOLT U M R TRUSS OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION - AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) I 11-111— — Nail with 10-10d nails. - -� Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR FOUNDATION INFO ' ' °' n--rI• rat 1\111AT1/1\I Filler block. \ Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. —� rJ 1/4"-2" gap vi f' f' 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 depth Jia� I -JOISTS BUCKETS N.T.S. RE GRADE INF. SEE PLAN a dow 7 " d °.Q II— a d. i A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-181 HTA 20 INSTALLATION @ MID SPAN LOCATION OF SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d x1 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE a d C/ o ° `t Z \ • Q • to d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" PVC OR SCH40 SLEEVE CENETERED @ PIPE PENETRATION PLUMBING LINE FF 7 d TO [Al d G � d a'. d vda� — I e I — - -r- ° ° TI _ .a SEE FND. PLN. SIZE & REINF. �LO Z Mo — o z CD z� Q 13 Ca- ul cn w � p *U — 0 w � ZD TO ~ 0 o0 ~ mr- U LU F.- E —8 NM Of W Cl) maM � N OO 0 U 0) � o 00 co C Y Q L0 O Q O A ' D N C B D C y'!"I". rzB ��Irz A-4 CID NC• ,$ r �� 44 O �� ^ Li: a4. � > =0 J , 96• . ..•� - J J IL a Q W Nrl/lftliitt ❑ ❑ 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 ate+ I\ o-> V)MO M co LLn a to � V- H " LL CL .-. oC V a '-4 a E00 � Z � WJo~ kD d- MJ z is �Q air Uz�o ZWwx z� z a t Y f J 333Wu-8 W Z T o W � I- z DC z �� C iM �3 z U = a �w w OX O U ad j Q ^ ~ f z w 1­2 o� Llt 2: Q cw G Q Z ? z U a � F r-I M kD z Z z <9 m ^ LU � rn ,� 0- f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. SN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (T'P•) VARIES / INS 5/8" OR 1/2" HIGHS" STRENGTH CEILING BOARD PER CODE (OR 5/8" 1 GYP. TYPE X @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS INSULATION PER —� CHART ON FLOOR PLAN 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS -\ < HGT. FOR WALL HGT. 8'-6". (2) @16" O.C. W/ (2) ROWS 2x BLOCKING @ 3rd PTS 16d TOENAILS T & B FOR WALL HGT. > 8'-6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF z APPLICABLE. 2x P.T. PLATE 1/4" DIA. X 3 1/4"TAPCONS @ 24" O/C & I @ 6" MAX FROM END OF 2 x PLATE _E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3° 6 x 6 W1.4 x W1.4 UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH c' PITCH >4:12 0 ° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT = I °" . ° ' I I q FOR ROOF PITCH 4:12 OR LESS. I D D PRE ENGINEERED WOOD TRUSS @ 24" O.C. U.N.O. T I I I I III I I I l�l HURRICANE ANCHOR @ EACH TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT KG G NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - - INFORMATION. ALUMINUM DRIP EDGE TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ 2-16d TOE NAILS @ EACH END SEE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN TRUSS ALIGNED WITH STUD BELOW —2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. --(1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8'-6". —INSULATION PER CHART ON FLOOR PLAN SLAB 81 BLOCK 5/8"' SPT22 CONNECTOR 5/8" x 10" "J" BOLT @ 24" O.C. W/y SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ 2"°x3/16" PLATE WASHER (TYP.) x3/16" PLATE WASHER (TYP.) T (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE `'' ELEV. U-0" O.C. OR 5/8"x10' WEDGE ANCHOR OILO.C. OR 5/8"x10' WEDGE ANCHOR 2�� x 6 W1.4 x W1.4 @ 24" O.C.) 2 6 x 6 W1.4 x W1.4 d ° d ° A.F.F. @ 24" O.C.) WWF OR FIBERMESH WWF OR FIBERMESH d �31/2" MIN. �3 1/2" MIN. d 4-3 d ° ELEV.1/2" a ° ° ° ° ° A.F.F. O d 2x4 CONT°. -rd d ° a ° ° - _ 131/2 (min.)- 4 °- 3 1/2'(min.)- 4 g° ° o 'll 1-f r J I I- ° ° d N 31/2"(min. 4" I II ° 4 - T GARAGE DEPTH VARIES ° d ° d (2) #5 CONT. '' 'I _ 4" 1'-4" 8" GARAGE SLAB AT STEP B TYPICAL BEARING WALL STEP @ SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING 5/8"OR 1/2" HIGH STRENGTH - (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O.) (OR %" GYP. TYPE "X" @ GARAGE W/A HABITABLE ROOM GARAGE W/A HABITABLE ROOM ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW 8"xTI6" NOMINAL BLOCK WITH TOP PLATE TOP PLATE LE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". SHEATHING W/ 8d COMMON NAILS @ NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 12" .N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT 2x STUD SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2 ROWS OF 2 B OCKING Go"' �,-( Z\E� SEC'JP� 1 5 \ 1ooNt�N G SCALE:3/4"=V-0" S3 (1) ROW 2x BLOCKING @ MID HGT. EXTERIOR WALL 8" C.M.U. ( ) x L �° THIRD POINTS 2x STUDS @ 16" O/C �� NOTE: FOR WALL HGT. <_ 8'-6". (2) ROWS 2x BLOCKING 3rd PTS 8"x8"X16" KNOCK -OUT BLOCK W/ 1 #5 CONT. 1 "x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR @ FOR WALL HGT. > 8'-6". FILLED SOLID W/GROUT - #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION 1/2" GYP. WB (MIN.) @ GARAGE SEE CC/S3 OR c`1l LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR "" "" 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. 8" C.M.U. TYPICAL BOLT INFO. 5/8x6JBOLTS BOLT PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK 5/8- EXPANSION BOLT @24 " O.C. ( IF NO UP LIFT ON @ 24" O.C. VERT. OR SP SPT22 @ EA. STUD 2x P.T. PLATE W/ 7 EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3 ) 5/8" x 6" EPDXY BOLT OR MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR 3500#, MIN. TENSION 2600#) =E *USP SPT22 TYP. (6)1/4"x31/4" TAPCONS SPACED EVENLY 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 - N ,- 2x P.T. PLATE FIBERMESH .-. WEEP SCREED INSTALLED BAR LU END OF 2" x PLATE N WWF OR FIBERMESH T cd , ARCHITECTURAL FINISH t ASSUMED FINISHED c n PER MANUF. #3 OR #4 REINFORCING BAR GRADE 40 MIN F = 40ksi 0 � ° 1x2 PT WD FURRING @ 24" O.C. ' GRADE N a ' ° .p _ z #3 & #4 LAP SPLICE y _ m—i11—�_ o T FINISH GRADE °O M [GRADE 60 MIN. Fy= 60ksi] a p .. , (1) #5 VERT. IN FILL MONO OR STEMWALL ° ? CIO o 0 25" MIN. LAP [30" MIN. LAP] I�T 1/2" GYPSUM WALLBOARD g T� II ° • I 1 U.N.O. CELLS (SEE FOOTING MONO SHOWN D p P w '-(� I - _° - - _-� FOUNDATION PLAN FOR CLARITY ° ° _ °O 6 MIL VAPOR BARRIER _ ;. ° I - I - °0? R 1 7/8" `� FOR LOCATIONS p p D ° P I I #5 REINFORCING BAR I _ I=1 I I � I I I-1 I I-1 I I-1 I I-� I � I �� N z 1x4 P.T. BASE NAILER ° III=I =III -III— = I I- z I ° I1=1 I T M #5 LAP SPLICE (2) #5 CONT. I „ In, I 4'1 INSPECTION D > ° I— -III= =III= = I • I � II —II=III III —I � I==I � I= N 31/4" BASEBOARD PORT AT EACH NOTE: a =III= I I=III=III=III= COMP. SOIL. (COMPACTED TO *FOR BEARING WALL -_ FILLED CELL TYPICAL W/ UPLIFT ONLY _ - - - _ 95% MODIFIED PROCTOR ASTM-LT- _ r MIN. 2500 PSI CONC. SLAB M AT GARAGE CONTRACTOR I I I -I 1=111-I 11=1 I-1 I I= I I -I I -III= I I -I 11=1 I 1=1 I 1=1 Il.I 11_D1557) - I I , � I � „�1�,-„ MIN PSI MAY VARY PER U) I I —I 11=1 I= I I —I I I_I 11=1 I I-1 I I —I I I=III—I 11=1 I I-1 I I —I 11i _ 4 V-4 MUNICIPALITY. TO CUT BLOCK OR POUR=1-1 -- =III-III=III=III= =III-III-11 CURB DUE TO SLOPE CONCRETE SLAB W/ 6X6 n NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION rD TYPICAL EXTERIOR FRAME WALL FOOTING w1.4XW1.4 WWF OR - DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL BELOW GRADE SLAB INFORMATION. y r ,I,00 My ° �s I EMI 6x6W1.4xW1.4 ° ao 31/2" WWF OR FIBERMESH 6 MIL VAPOR > TTE'Tz min. 4" BARRIER p �r 1 a ° A ' � • • C2 _ . a COMP. SOIL. ° °O (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) (2) #5 REBAR CONT. 3" MIN. CLR. ON 3" CHAIRS TYP. 4" 1 V-4" STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0° S3 OPT: DEPRESS SLAB 5Y2" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 14 O.H.D. RECESS Z yAffl.---(f-v 4„ C • SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" "v GRADE 'X _ III I r err -(1) #5 REBAR w/ OPT. jT SGREEN ENCLOSURE MIN. TYPICAL THICKENED SLAB EDGE L SCALE: 3/4'1 S3 BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS E CV fV -•. M • T I -II o0 - SEE A/S3 OR J/S6 113" FOR REINF. INFO. MIN. CLEARANCE 1'-4" (1 STORY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS SEE TYP. WALL SECTION FOR SCALE: N.T,S. S3 ADDITIONAL INFORMATION. SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" SLAB INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB CONT. BEAD SEALAP • INTERIOR -3 1/2" CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB ad ° 00 M 6 MIL VAPOR - - i'- BARRIER i -2X STUDS @ 24" O.C. U.N.O. GARAGE y1/2" GYPSUM WALLBOARD U.N.O. W/ DRYWALL SCREWS @ 8"O.C. -INSULATION PER CHART ON FLOOR PLAN CONT. BEAD SEALANT 6x6W1.4xW1.4 c� WWF OR FIBERMESH cn a d 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=1'-0" S3 ON 3" CHAIRSL 36" MIN. LAP [36" MIN. LAP] 10" (TYP.) 1'-4" 8" #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS F WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 VAR ES = SEE PLAN 1 1/2" RECESS FOR 6 x 6 W1.4 x W1.4 , FRAME -DOWN FALSE BEAM w/ (3) SEE ROOF PLAN S.G.D. (U.N.O.) WWF OR FIBERMESH N 10d NAILS TO TRUSS TOP CHORD FOR TRUSS T ch AT 24" O.C. MAX. CONNECTION INFO ° SEE PLAN FOR & LAYOUT DESIGN -. ° A. • TOP OF BEAM IV SEE ROOF PLAN 00 c — < ° e ° � FOR STRUCTURAL -' E - I I I ( BEAM SIZE & v 41 CV CONNECTION INFO M _ .. a 8 2x4 #2 SYP P.T. FRAMING w/ SEE A/S3/J/S6 =I W.4 IMIN 7/16 O.S.B. SHEATHING 8 z ATTACHED PER NAILING FOR REINF. INFO. to 0 SOPTION #1 CHEDULE w � a j SEE TYP. WALL SECTION FOR ADDITIONAL > w SLAB INFORMATION. Uj 11.1 SLAB STEP & RECESS a S.G.D. M SCALE: 3/4"=1'-0" S3 SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND w/ 1/4"4" TAPCONS AT 8" PAD FOOTING O.C. „ 8 MASONRY WALL EXTEND FILL CELLS TRIM PER PLAN TTO FOUNDATION PAD *ff c� CONT. FOOTING STEEL MAT REINFORCING. r ' SQUARE CMU BLOCK BASE, M _ z GR a ° SIZE VARIES PER PLAN - - a w/ MIN. (2) #5 VERTICALS w Z j ° a• FILLED SOLID w —III—I =III=III=III=11 W I= Z BRICK PAVERS or SLAB PER owcwn 0 0 =I= - - 1 — • • �• - - - - z ¢ o'-o" FIN. FLR.A COMMUNITY SPECS " 0 -_ " ¢ - =1 =111=III-III-III 11=III—III— - w _� I I III=1 � 1=1 � 1=1 I I=III III -I � 1=1 � I- ' FOOTING � 11-1 —III —I 11=1 I I I -I 11-1 I I—' BEYOND ti PAD REINFORCEMENT 3" MIN. CLEARANCE `.•y '' .. .•. .4. :; SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH 4. ,�. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL KN SCALE: 3/4' = 1'-0' SCALE: N.T.S. S3 C� Z o — o CD Z Q J CL Z u] 4--r w � p 'U — ow I' Of Vi 0 o 0 m� U w QE .G Yi V � mM C W M 2 M 0-0, d>r�3 = Qj .0 - CO oYn Ida U) Q o, Lnav 0) 0 A' NC B D C t`r44 N OF r Iy E S c," or x NN 1 D1 !(«yip( /' ILZ W N a Cl) L/%i#tilGl�� 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z 0 :Lj1� U-)M O M Q to � Vn inO Q � UL CL .. F- Q V O z z Z W J�~ d' w0 za j U�Uoo WIX NM J Ti 0�28 Uu� N J Q>U r�o ZO G iLL � Z 06 N z a U = � a Q z w � o� �u 0 o� J z N LL ZU4o� aza a Z J rl LU LijaWo�Z laQ- z o Yea ,-i M Q Q Z W~~ 0 Z Lr) Z � m 2 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. S3 (MONO) 12 (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 DOUBLE 2x TOP TONEAILS SPACED EVENLY PLATE 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S'4 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 STOINT EVERY OTHER UD W// (3) 0d NAI S PLATE W/ (2)16d TOK. TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE �V\ 5/8" x 10" "J" BOLT @ 24" O/C MAX ��/, — W/8"EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERALNOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \—ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. SEE PLAN FOR FOOTING DIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT q SCALE: N.T.S. SL� REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK W/ (1) #5 FOR CONCRETE PLACEMENT 7 4 a d da d d d 8" STD. 9THOOK 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: 0 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. Q VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X9 1/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J J Q r W T O FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 6 MOUNTING BASE 2K8x8x16 SCALE: N.T.S. 61 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. d 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 5/8" 8" 7 5/8" 8" 7 5/8" 8" SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ 16�m ❑ CL DOOR OPENINGDOOR 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" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT rD SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING --ft 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) USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE, HORIZONTAL JAMBS DO LBLOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° WALL ° d ° ° ° ° DOOR STOP w v ° d ° MOLDING 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" v O.C. MAX. PROVIDE P.A.F. NAILS OR 2x P.T. PLATE EQUAL @ 12" O.C. SEE A/S3 FOR STAGGERED FROM BOT. PLATE TO CONCRETE REINF. INFO. W/MOUNTING ANGLE NOTE: REFER TO GARAGE DOOR PRODUCT APPROVAL SHEETS FOR DOOR INSTALLATION INFORMATION PER MANUFACTURER. TYPICAL INTERIOR NON - BEARING WOOD FRAME WALL TYPICAL GARAGE DOOR BUCK K SCALE: N.T.S. S4 SCALE: N.T.S. S4 Tily� 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 SIZE JACKS STUDS JACKS STUDS EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (4) (2) LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE "` HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"xl0" OR GREATER HEADER 1 (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�00iQ NOT REQUIRED @ BEARING FNiN� WALLS NOTED WITHOUT UPLIF P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4' -USP SPT4 SPT24 2X STUDS @ 24" O.C. P.T. ATE 12 �\ P) SEE ELEV. USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MOISTURE BARRIER 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--� W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE SEE TYPICAL WALL SECTION 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 BLOCKING (T)�P.) MAIN SPAN ROOF TRUSS UPLIFT CONNECTOR (SEE SCHEDULE) RY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 NAILS TOTAL) EA. SIDE OF . ' 0,9 SPLICE STAGGERED • • MAN, �\ �-10d @ 8" O/C ATTACH ALL EXTERIOR STUDS W/ 4b16d 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. �+4 F= 2240 LBS �7 USP SPT4 USP SPT24 C *i;SP SPT4 2X TOP PLATE S� .. I OVERLAPPING TRANSOM FRAMING SEE SECTION AA/Si AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL ° A C USP USP SPT4 SPT24 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND RR/FOR ADDITIONAL DETAILS LINTEL ° USP— SPT22 SP / S al I� INTO TRANSOM FRAMING SP SPT22 SPT4 I rUSP SPT4 �-10d NAILS @ 6" STAGGERED J-BOLTS @ 24" O.C. MAX —2X P.T. PLATE ° I 2X8 P.T. BOTTOM P ATE p 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) C —USP SPT4 10d NAILS 4" ROOF TRUSS ABOVE 2X BLOCKING �—(2) 16d TOE NAILS A. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. C MASONRY WALL STAGGERED A 10d NAILS @ 6" O.C. STAGGERED TRANSOM FRAMING o o BEYOND. v PLYWOOD o E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) ALTERNATE: 5/8" DIA. ATR EPDXIED MIN. 6" INTO BOND BEAM @ 24" O.C. FRAMING DETAILS ABOVE ENTRY rR SCALE: N.T.S. S4 CD �_ z M ID 0 — o z(0 z Q a V) UI Q) c w 'V - w Oto ~ C o o 0 U WM W U r_ f0 M y� = Qj U0 CD L LL 00 Y (Da.o v Q LoO CL Q O [+!BD N C B D C ��• a ��. p v IV �- f ••�� • CV 1-0 lA'wN- A ��' r, - i , ..... Q IL AZ r' Q� W,�'/tl ¢e�o7j, El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O z � 0 NN Ln >(nM0 M Q M In a (n L Q CL� cl! UCO % § E z WJ 0 d' oZ za f¢ LU < u4Op ZdH zz �jz J a 0 Ln O��j© iL IN > p r z f 0 M n3 a OV ,a C =LU 1 U) ORz W N 1 ` ga6a Q z Sao z �a�5 J LO 6i Lii Z o r—I M Q Q z F �WZ Loz = &Y0 z w a z r, rl a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. S4 r d f 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 SCHEDULE FOR W/ (2)16d NAILS SHEATHING DETAIL 2"x4" OUTLOOKER @ 24" O.C.7 NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOO @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" O.C. (OPTIONAALL -SEE BLOCKING FOR � • � OUTLOOKER ELEVATIONS) FIRST FIRST FOUR @ 24" O.C. SEESTRUCTURAL— ROWS OF t 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 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES @EDGES SHEATHING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE TYPICAL RIDGE FASTENED AT �° "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 @ 8'-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 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ 2 ( ) EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TO NAILS @ EA. END 10d & ( TOE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL -SEE NAILS @ EA. END @ EA. • 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 J ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALL BOARD GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS ATTACHED W/ 10d NAILS 2 16d NAILS () BOTTOM ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" 0/C SPACED INSTALLED PER MANUF. 2"x6" P.T. SILL �� � NOTCH L BRACE HERE OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL @ 48" O.C. 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" O/C PLATEE "J" BOLT / /16 O.C. MINIMUM 6" FROM PLATE SPLICES W/ 3/16"x2" PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM 0/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT VERT. WEB (24" 0/C MAX. W/7-10dx1 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) NOTE: IF EMBEDDED TAPCONS. SECTION STRAP MISSED VERTICAL SECTION 1 2 SECTION 3 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. SS SCALE: N.T.S. SS SCALE: N.T.S. S5 REFER TO DETAIL J SEE BACKNAIL W/ (2) 2x4 OUTLOOKER @ 24 0/C ON SHEET S5 FOR r Cn M STRUCTURAL NOTES AND NAILING 16d NAILS TOP CORD X-BRACING, AND TOP r N SCHEDULE FOR BLOCKING FOR SP HGAM10 W/ (4) CHORD BLOCKING `� � °° SHEATHING DETAIL USP RT16 OR FIRST FOUR ROWS 4"x1-3/4" WEDGE INFORMATION EQUAL @ EA. OF TRUSSES @ OLTS & (4) SDS 1/4" 1 1/ '2"x4" CROSS BRACE OUTLOOKER 24" MAX. 1 1/2" SCREWS WOOD TRUSSES 00 00 APPROX. 8" FROM SHEATHING ATHIING TYP. RIDGE FASTENED AT "L" BRACE TO EXTEND 2x4 RAT RUN BRACING 1 1 2 EACH JOINT W/ (2) AT LEAST 90% OF WEB AT 24" O.C. ON TOP OF tl�v 10d & 2 10d TOE (@ LENGTH (SEE TABLE) BOTT. CHORD FOR 4 NAILS EA. END GABLE TRUSS -- -- TRUSS SPANS ATTACHED W/ 2 -16d � 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT � @ 48" O/C FOR THE (2) 16d NAILS SHEATHING ATTACHED () (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ 1 ROW FIRST (4) ROWS OF W/ 1OSB W/ 10d NAILS @ 6" O.C. OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & /— JACK TRUSS 0/C W/ 2 -16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED _ fr SEE PLAN FOR 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS �CONNECTION MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) t -__ 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 2x4 "T" ON TOP OF PANEL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ 10dx3" @ 4" 0/C (2) 12d TOENAILS EXT. WALL CONN. �a 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING ) SECTION T SEETYP.WALLSECTIONFOR SCALE:3/4"=1'-0" SS TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 g ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. �S5 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING A, PRE-ENGINEERED 3EE PLAN FOR WOOD TRUSSES OCATIONS) j 10dx3" O/C @ 2"x4" TOENAIL 6" O/C RUNNERS W/ (2) 16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL rT� ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. SCALE: N.T.S. S5 1 GABLE TRUSS s>; "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 I..-"iI`...II.J`l`.,,.Ji-\ 11. .IIz.,.II -.,i.".°II° a11..,°..III . JLI°,I \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES -MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S 6" OVERLAP M S5 "L" BRACE WI 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) �kIIF.1 GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 8d @ 6"O/C WOOD TRUSSES USP HGAM10 W/(4)-3/16"x1-3/4" WEDGE BOLTS & (4) SDS 1/4" x 1 1/2" SCREWS BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24 "'MAX. EDGES OF SHEATHING TYP. L BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION 4 SCALE: N.T.S. �,15 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3)10d x 3" @ • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON -LOAD BEARING LOCATION (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" 3'-0"- 6'-0" 64' & GREATER SCISSOR GABLE - (1) 2"W' #2 S.P.F. @ EACH VERTICAL AND (2) 2" W' 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 END JACK 1 V-0" MAX. o IX CD a CORNER JACK Y 0 Ir w z 0 U HIP FRAMING REFERENCE PLAN 0 z w a 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING 2x4'7 BLOCKING @ 48" O.C. 16d NAIL L BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 '7BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C— TYPICAL GABLE TRUSS WEB -J SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM i - BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE -� FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. LU ---- LU 0 O 0 Q ' o z o LU LU co o 9 O w LUU'. NOTE: 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING CUT SHEETS FOR ADDITIONAL PERMANENT BRACING THAT MY BE REQUIRED 2) "T" 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 SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL /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 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 CD � Z —o 0 z� a J a z 0 V) 0 IDM C 4•-� w p U — LU O ~ o (/) o r- m� U U W a) M C� (O Ch o00 -s " o 0 rYY Qrn Lr) 0CL v a)<o A, N C H U C B D® .N�~`` -�- -c5 So Cc d.Li - • 9LL 1A _ N,..` �• ` W P�< a' + ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z On >(/)MO M Q (- 'p In z d Ln d' Zn a (1)ll.Ln I- �- . ^ U ro Q � � Z WJ C:) 0z JR Cuj zaa wa�� UZgo Z 0 w �ozz 2rixzi W p oix� 16- Z Z0 T I — Q U fZ "a � W C o O U = (u 0 �Z a Z uj� 0 r-r0 0 M J O O U K d N LL. a Zw2�zi 0 Z ^ Lfi Wa o <Ww W LLI Q Q Z a " o Z Pia a w~~ of rl M Ln z z f � Z o = a z cn SCALE : AS NOTED DATE : 2/24/2014 TECH: WAM ES VERSION NO. 10 SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 �112" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. _J___ TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS __ MAX. 8" PROPER INSTALLATION � DO NOT DO THIS ' 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' PLYWOOD DECKING GLUED ATTACHED SHEATHING TO 1 X 4 3-1/4" LONG X 3/16"� FURRING ETAPCONS 3/16" 0 X 3" LONG FURRING 3/16"0 X 3-1/2" LONG FURRING #5 REBAR% AN AND NAILED W/ 8d COMMON 6" O.C. EDGES AND 12" O.C. FIELD 2X BOTTOM PLATE W/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGEREDElix8l STAGGERED @ 16" X8 (TYP,) ` BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO PER MANUFACTURE MASONRY THROUGH ff 1-1 /2 DETAIL MASONRY THROUGH 3" DETAIL STD. 90° HOOK (TYP.) STD. 90^ ` 2x BAND JOIST W/ FACE NAIL 10d @ TOP & BTTM CHORD, AND (8) 1 x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" O.C. & 4 FROM 1X4 P.T. 3/16 x 3 -1/2 DOOR JAMB (REFER 1 X 4 1/2 DRYWALL NOTE: LAP SHEATHING TO DOOR JAMB REFER EACH END W/ MIN ( 2" EDGE DIST. DOOR JAMB (REFER TAPCON TO SHT. SDW2-K1 FOR TO SHT. SDW2-K1 CONN. DETAIL BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS / 10d@12 O.C� 1 X 4 _ — � � FURRING 2X8 P.T. WITH 3/16"0 X 3" LONG TAPCONS ' + NOTC7NE FIRST COURSE _21/4xl USP HGAM10 @ 12" O.C. w/4-SDS 1/2" SCREWS INTO BAND 2X8 P.T. 2X8 2x P.T. AS REQ'D STAGGERED @ 16" O.C. ` EDGE 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4�� DETAIL +5^ NOTCH WEB AT THE FIRST 2 COURSES `, BOIL SBINT)O K.O. BLOCK ,' BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS �CC FILLED CELL PER FOUNDATION PLAN FILLED CELL INSTALLATION KH RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 3 1/4" TAPCON (1 1/4" MIN. = 1890 # FOR 2 STRAPS FILL 1st4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'-0" 8" 1-PLY PRE-ENGINEERED TRUSS SOLID WIGROUT 1 X 4 FURRING A SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) 4" x 24" , BLOCK HEADER TAPCONS a 1/2" DRYWALL '- * _ (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1"' NAILS AND 8d NAILS AT 8" O.C. AT BUCK 2 8 45^ DIAGONAL LEAVE A CUT OUT IN O.S.B. ON THE (4) a' X 1 T" WEDGE BOLTS [ (1) STRAP =1225 # , ° x (4) 10d NAILS INTO BRACE'S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION (2) STRAPS 2450#1) 7/16" OSB TO BE INSTALLED BOND BEAM ORM CAST FOR OVERHANGS BETWEEN OVER 1 1/2"IN 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. PLACE BEAM CONTACT ENGINEER OF RECORD FOR ° FURTHER INSTRUCTIONS. , •° .• SCRIBE (NOTCH) FACE OF ARCH W/ (3) 10d NAILS • BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL OVERRAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB INSTALL WDW. SCREW ANCHOR\_2 PROVIDE TAPCON WITHIN ARCH FACES W410 INTO ARCH BLKG. PER ()d NAILS THRU OSB INTO 2 x 8 RETROFIT WALL OVERHANG DETAIL (NTS) INSTALLATION A 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF DETAILS -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'%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x 0� (2) 10d NAILS @ 8" O.C. FRygN ARCH DETAIL i WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + + OTy PLYWOOD SHEATHING 11_1' 51_ O)) L JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS WITH 1/4" x 31l4" TAPCON (1 1/4"MIN. g-g ROOF SHEATHING ATTACHED + REQUIRED > EMBEDMENT INTO ) PER NAILING SCHEDULE ALL PPORT ° ►.. /4" MAX _ 2 8 TRUSS + SOFFITO + ° �:. �; o ,� D #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH 5 -12d NAILS () + � 10" ° 6 ° ° CENTERED W/ 1 X 4 FURRING BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP .. s ° "� IN TOP KNOCKOUT / N EACH TRUSS • ° ° CHAIR BLOCK 8d NAILS 8" O.C. AT BUCK @ x 8 VERT. W/ (2)10d CONNECTOR �• -- - --, i, i d • NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. PROVIDE 2x CONT. W/ (3) MONO FOOTING •� VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS ° SIZE AND REINF. PER PLAN �- ' BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY—/ SEE LINTEL SCHED. AND SECTION DETAILS -I LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2X4 e 2 x 8 VERT. BRACE(S) INSIDE TO ALLOW FOR INSULATION ARCH #2 SYP @ 24" O.C. tENTER SO IT CLEAN FILL .> ° DIRT 6 z TO BE INSTALLED BUILT UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL s�'. °ffTANDARD o SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN " HOOK N TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) W/ (2) #6 X 4%" WOOD FOR OVER HANG FILLED CELL • �. • '. • ' �' • ,. 8d NAILS 2 x 4 SOLID BLKG. (FULL WIDTH OF WALLS) 4' MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY (MAX. 4'-0") ' • s • ` j •� • : •, BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4" X 31/2" TAPCONS AT 16" .; INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. Sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL rK SECTION @ ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND e-g MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SCALE: N.T.S. SS SCALE: 3/4" = 1'-0" SS SCALE: 3/4" =1'-0" \111SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY AT LEAST 2 HOURS BEFORE PLACING MORTAR. EXCEED 3 PER PROJECT, CONTACT ENGINEER OF RECORD ( ) B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS SILL. C) SET A FULLLL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS REINFORCING. PROVIDE LOWER 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. 1 r EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER g�_0� \ 5" EMBEDMENT & 3"MIN. ` o SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F•F• EDGE DISTANCE \ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE COURSE) EXPANSION STRIP �O v NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL °, n LU a A REINFORCING AS FOLLOWS: f - ¢ U) 1 * PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT pp e r U_ CL * PRESS PANEL REINFORCING INTO PLACE. ° v z #5X6' EMBEDDED INTO * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL 6" MIN. LAP SPLICE W/ REINFORCING PANEL o g EXISTING FOOTING ¢ - 2-#5X6' IN CONC. SMOOTH. DO NO FURROW. ° :° N FILLED CELL ° DRILL 3/4"X6" MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT X¢ GRADE o. o SET BAR IN EPDXY FURROW, MAINTAIN UNIFORM JOINT WIDTH. 6 MIN. LAP p G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE O 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. r o ` TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° '0 ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ' 2 #5 REBAR. MIN. 3" ( ) TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16"MIN. COVER 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. C� Log z Cl) CD z co J a z C� cn 4--w U — w 0 1- � o U 0 a)M LU ' 8 C) (6 M 0 as W- = N fir:.: Q) L LL a0D ! CY u1 O� QCL 0, Qo A, NCBDC i�FA r/1,1;1? B D r r ��� � cc,° LL Z = E s QNa� W �ll11111101 OU U0 ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f 0 Z NO 0�N U0 •5 M C) M Q V) (0 Ln a (Alz •L d- 2: w Q U a f- . r^ Q U a00 § Z � WJ C:) d' w� za ZZ� w¢irtr �z$o OOct:V LLI w M2�w u, r•I a i- z o N 0 fZ M U = w f J , - W X86 Ug ! 0 gNF Q 'z Z ^ w� 0 $3-0 z LU � <as6�Z rl LULij Q z�z o Z L 8 .-•� Z o g = �z uj SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO" 10 SHEET NO. SS L CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONY. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED (TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER w/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS—r COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. —� 1 A -- -/— WOOD TRUSS -j A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" DIAGONAL - AT 8'-0" MAX CB C 1 TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'4" O.C. EACH DIRECTION TYP. U.N.O.—� 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH TB PRE-ENG. TRUSS CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. 2X4 CONT. AT T & B CHORD TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING JACK MAX 24" SPAN (EITHER USSES HIP SIDE OR BOTH IF REQ'D) G.T (2) 12D NAILS — AT 12" O.C. MAX HIP/RIDGE BLOCKING DETAIL VERTICAL SCAB 2 x 6 #2 SPF 48" O.C. W/ (4) 10d TOP & BOTTOM OR USP RT7 OR HCLR/LL W/ 8 - 8d IN PLACE OF (4) 10d COLLAR TIE EVERY 3rd RAFTER 2X4 SPF 2 (2) #7X 3-1/2" WOOD SCREW EACH TRUSS OR USP RT7 @ 48" O.C. BEVEL CUTS (OPTIONAL) 2x8 #2 SPF RIDGE BEAM 2x6 #2 SYP RAFTERS FOR SPANS 4FT TO 8FT 2X4 RAFTERS FOR SPANS LESS THAN 4FT @ 2'-0"0.C. MAX. w/ (3) 10d COMMON TOENAILS TO RIDE BEAM CONC. MASONRY STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING 3 SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT USP LSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFI SCALE: 1/2"=V-0" USP HD4101F BUCK -- SEE ROOF PLAN F( MORE INI (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ Tf BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 112 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" SEE PLAN FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A SC EDULDE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT I/ �A SEE ROOF PLAN FOR BEAM SIZE & CONNECTION INFO. USP ST18 TYP. U.N.O. SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INFO. (WOOD COLUMN SHOWN) A A SEE PLAN FOR SEE PLAN FOR CANT. IF INDICATED CORNER - SEE FOUNDATION PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: 3/4"= V-0" SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST EXTERIOR ATTACHED SCHEDULE JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL @ ENTRY FRONT WALL 6 SCALE: 1/2" = V-0- 2X4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d USP JU26 OR IF 2 PLY -� TRUSS USP JUS26-2 TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SEE FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLE SEE 2/D2 FOR BLOCKING INFO) -MASONRY WALL (TYPICAL) SECTION AT LOW ROOF g SCALE: 1/2" = V-0" VARIES 2x STUDS @ 16" O.C. ROOF SHEATHING SEE 1/S5 FOR SEE PLAN FOR N USP @ ATTACHED PER ADDITIONAL BASE & SPT24 @ TOP 2X4 #2 SPF BRACING @ NAILING SCHEDULE EXTERIOR SHEATHING OUTLOOKER 4" NAILS AT VALLEY TRUSS 4" O.C. INFO. N 2x BLOCKING BETWEEN INFO. S STUDS TO TRUSS W/ COMMON TRUSSES. ATTACHED PER 12d TOENAILS EACH END 16" O.C. W/ (4) 12d �,/J " (2) TOENAILS TO TOP —c SEE TRUSS PLAN 2X4 STUDS W/ USP rNAILING SCHEDULE ( MIN. 2 2x4 FOR CONNECTION SPT22 @ BASE SEE ( BETWEEN TRUSSES (2) STRUCTURAL SHEATHING PLATE & 2) 12d END () p ATTACHED PER NAILING NAILS TO TRUSS SPF TOP INFORMATION. J/S6 FOR MORE �] 12d NAILS TO EACH GABLE LOW ROOFNVALL b VERTICAL STUD) SCHEDULE BOTTOM CHORD SHEATHING ATTACHED PLATE INFO. TRUSS - -- — W/ - VARIES SEE PLAN PER NAILING SCHEDULE NAIILSSE 16" O.C. ALONG W/ VARIES , 2x4 BASE PLATE W/ 1/2" PLYWOOD @ ROOF SLOPE FOR WALL LOCATION USP LSTA30 OR USP MTW12 TO BLOCKING MTW12 TO FLOOR (2) 16d NAILS TO BELOW @ 16" O.C. WOOD WALL GIRDER BELOW @ 16" EACH COMMON TRUSS/ FRAMING OR TRUSS. 2X4 CONT. W/ (2) MIN. 2x4 #2 SPF STUDS O.C. TYP TOP & BOTTOM / SEE PLAN 16d COMMONS ` 16" O.C. W/ EXTERIOR @ - - - z- NAILS EACH SHEATHING ATTACHED STUD TYP. T&B PER NAILING SCHEDULE & MASONRY WALL BELOW: USP (3) 12d TOENAILS TO - - - - = - a HTA16 @ 4'-0" O.C. TO GABLE PLYWOOD PLATE BELOW - - MASONRY WALL TRUSS BEAM BELOW: USP FLOORING TRUSS OR SEE PLAN FOR OR BEAM TOP OF WALL � ; HTW20 4 -0 O.C. TO GABLE ROOF SYSTEM @ -- p MIN. 2x4 #2 SYP P.T. PLATE 16" FLOOR SYSTEM FLOOR GIRDER SEE TRUSS PLAN 4. TRUSS -- - - --— W/ 1/2"X8" EPDXY ANCHOR SEE PLAN FOR SEE PLAN FOR LOW ROOF TRUSS W/ (2) 2x6 BLOCKING UNDER FLOOR G.T. MASONRY WALL SEE @ 3 FROM EACH END & DIRECTION CONNECTION COMMON TRUSS RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN PLAN FOR MORE 16" O.C. MAX. �� FOR COROONNECTION PLAN EXTENSION SEE TRUSS JUS24-2 EACH END SEE INFO. � SECTION @FLOOR MANUF. SPEC'S FOR SHEAR TRANSFER CONNECTIONS TO G.T. EXTERIOR. WALL � SECTION ENTRY 8 CONNECTION r22*'�SECTION AT HIP GABLE 12 SECTION @ BUMP OUT 39 SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" ��j DETAILS & SECTIONS Z o — o Z� Q J CL N w 0 U — w O ~ Ln � i�Cn = 0 o 0 U w E F . — 8 m M MN C M co m a N O 00 = i LL. CD Ya $ v Qrn to 8 Lo 0 v rnQo A, N C d D C rrrr iii B D t�0 �Zffi a J -Ir i& W� h� N W "`W Z �a F -4C). ,. n < Z OF E s`\ ,{o LL W a N Q �, . /�lllttlt �t'I O 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. O O z N O�t� > (n M O M Q -1 'p a cn•-11' Q Ln � LL 0- zI— . M � U CL 00 Q z WZ 3: J � � W O Z a wa-W0 VZOp Z W W M z z T LWoU) gaW8 M�jo L '^ Z Z Z O CU T O a V oC z C U LU U1 -p 1 W 06 Z UCD = a' Q o� < Yy�Yy IU=Q X a M, O g�aa c�aa3 Q g 2 296 z J Ln LIJ r W �--I M Q Z LW In Z m g x o SCALE: AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2nO SHEET NO. D1 cni n i 10 WEATHER ✓E BARRIER & tARILY SECURE WEATHER CRESISITIVE BARRIER I HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING - DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rv7on11141.� 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) 8 2 SELF -ADHERED FLASHING E AM Q WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-V BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING �'- SELF -ADHERED FLASHING SUBFLOOR SELF -ADHERED FLASHING EXTERIOR DOOR WITH DECK - SECTION A EXTERIOR SHEATHING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING SECTION -A (SEE DETAIL SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHEP 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 8 2 WINDOW UNIT SLOPE 0.3 in : 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER - WIRE LATH r©0 SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF RUBBERIZED RUBBERIZED ASPHALT NEEDED IN CORNERS ASPHALT ADHESIVE ADHESIVE THROUGH SELF -ADHERED FLASHING SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) a OWN SELF -ADHERED FLASHING INSIDE CORNER ---►)Ground SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST ' OUTSIDE CORNER / • Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as (Din each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (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 7/8" Cement Plaster in accordance with ASTMC926 \�/ Q 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 CO f Z o Q ffan 0 V) (D 4-J w M 0 U OELL w (/) � ~ o U 0 w tm Cl) c m co rU_w au) ) _ 'o ao Q rn ,n o v Q 0 A 1 B Del N�.a \f/ O � N C 4 § N o 8 rn C=> o p r Cj Z o Z Y T Z F __ o �V_N � � Z W � W a a LL W ai w °- a � z 0 (n Z �8 � OO �Nd�Q E^O in 2 m 2 � LLZ, ,B-3 W a ";'C, _ NQm J o fZ' 0 b (D O To the best of the Engineer's knowledge, inform❑ationn,, 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 N O a) N P--1 4"+ O ►4 M O M Q U-) Ln 0- tn•o� Q - LL, ZCL OC) U fa Q E ' fu Z WJ C:) d- ts z W� zo f a F- a�ir Wz�O Z W LU Z Q�Q Z Z �O�w i U, ° oCe �8 t"� J L V =Z V N T- 4 W p Z oC Z CU M O �3 0 Z :v O U = fu a- L.� a CCo� LLJ L. O CD ¢ wo 5< *k f Vj � z 4 - ��a3 OC V- gxm 8 z h t0 Z W J rl LLJ Q~Q z u Y a r-I M Q Q Z W~~ LU Z Z CC goi m � LEA Z g Lu U Z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. W P 4-0 CD cn O O C- -6-0=3 2 USP Florida Statewide Evaluation Report Simpson Florida Statewide Evaluation Report Stock No. Product Approval No. Basis Stock No Product Approval No. Basis Q O O c ICU -v n- .� U CDW (� 0 0 o Qi C 0 O CU O .� -a E O 2)Q !E� .� Q e W RT16A FL17236.10 ESR-3448 HS FL10456.15 ESR-2613 PRODUCT APPROVAL SPECIFICATION SHEET U_ As required by Florida Statute 553.842 and Florida Administrative Code 98-72, please provide the information and approval numbers on the building components listed below if �i- they will be utilized on the construction project for which you are applying for a building permit. We recommend you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Category/Subcategory Manufacturer Product DescrlpUon Approval Number(s) Test Pressures 1. EXTERIOR DOORS Cn 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/�0.0 psf C. SECTIONAL Ciopay Building Products Residential WindCode Doors W5 (8X7) FL15279.37 +30.0/-32.0 psf Ciopay Building Products Residential WindCode Doors W5 (16X7) FL15279.53 +30.O1-30.0 psf Ciopay Building Products Residential WindCode Doors W& (8X7) FL15279.85 +38.0/-42.0 psf Ciopay Building Products Residential WindCode Doors W6 (16X7) FL15279.102 +37.0/-41.0 psf D. METAL LOUVERED DRS Curries Division of AADG, Inc 607,707,727,747,and 847 Single 8 Pairs of Doors FL11537.1 WA (see inst sht) 2. WINDOWS A. SINGLE HUNG General Aluminum Company Series 1550/1570 FLt5217.4 - FL15217.5 +50.0/-55.0 psf General Aluminum Company Series 1900/1970 FL15217.7 - FL15217.9 +40.0/-50.0 psf B. HORIZONTAL SLIDER General Aluminum Company Series 1580/1590 FL15288.1 - FL15288.2 +40.01-50.0 psf General Aluminum Company Series 1980f1990 FL15288.3 - FL15288.4 +40.Ot-50.0 psf C. FIXED General Aluminum Company Series 1550/1570 FL15278.4 - FL15278.5 +40.O1-40.0 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 FL75333.7 N/A E. OTHER 3. PANEL WALL A. SIDING James Hardie Building Prod. Cemplank Lap Siding and HardiePlank Lap Siding FL13192.1 - FL73192.2 N/A B. SOFFITS Alside Solid and Vented Soffit FL15272.1 - FL15272.2 +70.0/-70.0 psf C. OTHER 4. ROOFING PRODUCTS A. ASPHALT SHINGLES Certain Teed Corporation CT20 (and AR), Landmark 30/40 (and AR), FL5444.1 N/A XT25 (and AR), XT30 (and AR) B. UNDERLAYMENTS Tamko 151b Felt Underlayment FLt2328.6 N/A HomeGuard Building Products, Inc ToughSkin SyMhetfiic Underlayments FL21675.1 NIA POLYGLASS USA Polygiass roof underlayments FL5259-R26 +NIA/-622.5 C. ROOFING FASTENERS NOT USED D. ROOF VENTILATORS Thompson Arch Metal Comp. Off Ridge Vents FL5219.1 - FL5219.3 N/A Florida Metal Products, Inc Vent RV10 FL2075.1 N/A Lomanco, Inc DA-4 Exahust Vent FL17202.t N/A O'Hagin Manufacturing, LLC O'Hagin's Cloakded Vent Tile FL16588.1 N/A E. ROOFING TILES Bores Tile Villa 900 FL7849.24 - FL7849.26 N/A Boras Tile Saxony 900 FL7849.13 - FL7849.16 N/A F. OTHER 5. SHUTTERS A. STORM PANELS Global Protection Products Galvanized Steel Storm Panels FL15076.1 - FL15076.2 N/A Global Protection Products GPP Fabric Shutter Series 2000 FL15088.1 N/A Town and Country Industries Safety Edge Storm Panels FL12856.1 +54.01-54.0 psf All American Shutters Galvanized Steel Storm Panels FL17869.1 N/A 6. STRUCTURAL COMPONENTS A. WOOD CONNECTORS/ USP Structural Conn. see cha rt ANCHORS Simpson Strong -Tie see chart B. TRUSS PLATES ITW Building Components Alpine Truss Plates FL1999.1 - FL1999.4 N/A MTek Industries, Inc. Truss Plates FL2197.1 - FL2197.5 N/A C. ENGINEERED LUMBER Boise Eng. Wood Prod. Versa -Lam SP FL1644.1 N/A Boise Eng. Wood Prod. Wood I -Joists ALLJOIST FL1645.1 N/A Weyerhaeuser Engineered lumber- TJI FL1630.1 - FL1630.11 N/A Weyerhaeuser iLevel Rim Board, LVL, PSL, LSL FL6527.1 - FL6527.4 N/A D. MATERIAL Cast -Crete Corp. High Strength Concrete Lintels FL158.1 N/A Commercial Concrete Products, Inc. High Strength Concrete Lintels FL1774 N/A Powers Steel, Inc. PSbox8LT, PSbox8LT(5-518) FL5450.1 WA Powers Steel, Inc. PowerBOX8 Lintels FL11383.1 NIA 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 jobsfte; 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 'rf approval cannot be demonstrated during Inspection. APPLICANT SIGNATURE DATE 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 Pend Ina Date Tope Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07/05/2015 Approved Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rickv*rwbklgconsultants. Compliance Method: Certification Mark or Listing com Ft #15225-R3 Products Quality Assurance Approved for Use Approved for Use Impact Oeslan Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 5 e. &quotSmooth-Star&quot; and &quotBenchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12131/2021 No Yes No N/A Therma-Tru&quot; and without Sidelites. Inswing and Outswing 6 f. &quot;Premium Series&quot;, &quot;Construction 6/8 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 No Yes No WA Series&quot 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 Page 1 of 1 1/9/2017 FL#15279-R4 Code Entity or 20 20 Date Pend Ina gate jypg Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 06/1212015 03/19/2015 06/21/2015 Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 519-6566 Subcategory: Sectional Exterior Door Assemblies mwesterfield@clopay.com Compliance Method: Certification Mark or Listing FL#15279-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design S # 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 9'0" wide) 05/21/2028 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 6RST, 6RSF, 2RST, 48, 42, 55, 48B, WINDCODE&#174, W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, ARSS, AR5SV, ED5S, ED5SV 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (92" to 16'0" 05/2112028 No Yes No +30 PSF/-30 4RSF, 6RST, BRSF, 48, 42, 55, 4813, 42B, 55S, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 W6-09 PAN-2F153: 73. 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSFI-42 4RST, 6RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174; W6 Garage Door PSF 102 102 W6-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 428, 48B, Steel Pan (min. 25 ga.) Double -Car (92' to 162" 05121/2028 No Yes No +37 PSF/-41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WINDCODE&#174; W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9/2017 FL#15288-R2 Code Entity or 20 Date Pendina Date 1YegVersio Manufacturer Contact Enaineer & License Validated By Validated -Submitted FBC Approval Approved Status Affirmation 2014 MI Windows and Doors Brent Sitinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/1D/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Subcategory. Horizontal Slider bsMinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15288-R2 Products Quality Assurance Aooroved for Use Approved for Use Impact Design aodtlg Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12131/2017 No Yes No NIA 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 12/3l/2017 No Yes No NIA SLIDER FL#13192-R4 Code Type Versio Manufacturer Revision 2014 James Hardie Building Products, Inc. Category: Panel Walls SubCategory: Siding Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#13192-R4 Products Sea # Product Model. Number or Name 1 Cempiank Lap Siding 2 HardiePlank Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Pingsheng Zhu Ronald I. Ogawa (909)349-2927 PE-24121 pi ngsheng.zh u@ja mesha r die.com Product Descriotion fiber -cement lap siding fiber -cement lap siding Validated By John Southard, RE (352) 367-2526 Page 1 of 2 1/92017 _ Date Pend in Data Date Date g a BC Approval Approved Status ed Validated Submitted F pp v _ 0826/2015 08/17/2015 09/072015 10/16/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 01/01/2018 Yes Yes N/A WA 01/01/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1I92017 FL#15000-R2 9942 Entity or 20 20 Date Pend Ina 20 ,T_ Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation RlokWright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28=15 D5/292015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rickvQrwbldgconsultants. 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 Impact Design S. a # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 a. &quot;Fiber-Classic&quot; or &quotSmooth-Star&quot; 68#39;8 &quotNon-Impact&quot Opaque Fiberglass 12/31/2018 Yes Yes No N/A Door with &amp; without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#i1537-R6 99A Entity or Ij(g� Versio Manufacturer Contact Engineer & License Revision 2014 CURRIES Division of AADG, Inc Nelson Kraschel UL LLC Category: Exterior Doors (641) 423-1334 SubCategory: Exterior Door Components nelson.kraschel@doorgro Compliance Method: Certification Mark or Listing up.com FL#11537-R6 Products Sea # Product Model. Number or Name Product DescriR= 1 607, 707, 727, 747, and 847 Single and Pairs of Doors Flush, Glazed, and Lowered single and pairs of hollow metal doors. 2 M, CM, and G Series Frames Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305)868-4707 Page 1 of 1 1/10/2017 20 2= Date Pendina 21W Validated Submitted FBC; Approval Approved Status 07/21/2015 07/21/2015 07/27/2015 Approved Quality Assurance Approved for Use Approved for Use Imeact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 Yes Yes Yes N/A 12/312017 Yes Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/92or7 FL#15278-R4 Code Entity or Date Date Date Pendina Data Type Versio manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/16/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Subcategory. Fixed bsitiinger@mivA.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design SS- # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 12/31/2017 No Yes No N/A 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 12/31/2017 No Yes No N/A FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 12/3l/2017 No Yes No N/A FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM 12/31/2017 No Yes No N/A PW N172X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 FIN 12/312017 No Yes No N/A FL#15272-R1 Qu IM Versio Manufacturer Revision 2014 Alside Category: Panel Walls SubCategory: Soffits Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15272-RI Products Sea # Product Model. Number or Name 1 a. &quot,2T&quot Soffit 2 b. &quotAllianceT4&quot; Soffit Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9n017 Date Pendina Entity or � � 2tS Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Nick Thompson Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 02/232015 02I92015 03/012015 04/152015 Approved (330) 922-2389 PE-43409 (813) 767.6555 nhompson@alside. oom Qualttv Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Vent or Solid Vinyl Soffit 12131/2018 No Yes No WA Vent or Solid Vinyl Soffit 12/312018 No Yes No N/A FL#15332-R3 Products Seq # Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 43Q1440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGD FL#15217-R4 290 IyQg Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows SubCategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15217-R4 Products Sea # Product Model. Number or Name 4 SERIES GA 195 ALUMINUM SH 5 SERIES GA 195 ALUMINUM SH 7 SERIES GA 195 ALUMINUM SH 8 SERIES GA 195 ALUMINUM TRIPLE SH 9 SERIES GA 195 ALUMINUM TWIN SH FL#15333-R2 Qft I= 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 lull Product Model. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-R10 Code IM Versio Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing Subcategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5444-R10 Products ,AW 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 SGO REINFORCED OK XO, XX 96&quctx96&quot; SERIES 420 ALUMINUM SGD REINFORCED XXX 143&quotx96&quot; SERIES 420 REINFORCED ALUMINUM SGD OXO 146&quotx96&quot SERIES 430/440 ALUMINUM SGD XXX 143&quotx80&quot; NON -REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX 143&quotx96&quot Page 1 of 2 1/9nor7 Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1213l/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/3l/2017 No Yes No N/A 12/31/2017 No Yes No N/A 121312017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity 41 Contact Enaineer & License Brent Sitlinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsittingerCmnvd.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 88118X72 Validated By Steven M. Urich, PE (717)317-8454 Pagel of 2 1/92017 I= I2& Date Pendina Date Validated Submitted FSCAooroval Approved Status 06/30/2015 06125/2015 07/06/2015 OBII 2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Exolration Date in HVHZ Outside HVHZ Resistant Pressure 12/3l/2017 No Yes No N/A 12131M17 No Yes No N/A 12/3l/2017 No Yes No N/A 12t3l/2017 No Yes No N/A 12/3l/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity Engineer ee Cr & License Brent Sitlinger Luis Roberto Lomas (717) 365-3300 PE-62514 bsitiinger@miwd.com Product Description 1445, 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717)317-8454 Page 1 of i VM017 Date 20 Date Pend Ina 20 Validated Submitted FBC Aoproyal Approved Status 06/29/2015 06/192015 07/05/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Contract Expiration Din HVHZ Outside HVHZ Resistant Pressure Pa re 12/3l/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards VW2017 Product Approval Application Detail Entity or 20 ITS Date Pending Will Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Mark Harrier Robert Nieminen John W. Knezevich, PE 12/142016 12/08/2018 12/15/2016 Pending FBC Approval (610)651-5847 PE-59186 (954)772-6224 mark.d. harner@saint-gob ain.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVH2 Outside HVHZ Resistant Pressure 3-tab, 4-tab, strip (no -cut-outs), laminated and 071=017 No Yes WA NIA architectural asphalt roof shingles ^W W Cn F V CD V/ ♦� U N L O 2 Co a) Cn . CD O C 0 = O O M lJ._ O > .� -0 cn E a) C "0 Q CD_ o .� Cn Q a Z Z W J Cn C: �J ICU V f� V o o L CL CL ry •ll-_& U CIO O �� W V Q UL W Z W Z Q J O_ SHEET NO. PA 1.1 i FL#12328-R7 Products Sea # Product Model. Number or Name 6 No. 15 UL Search Criteria Florida Department of Business & Professional Regulation Page 1 of 3 Building Codes and Standards 1/92017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A Code Version: 2014 FL A 12328 Application Type: ALL Product Manufacturer: ALL Category: ALL Subcategory: ALL Application Status: ALL Compliance Method: ALL Quality Assurance Entity Contract Expired: ALL Product Model, Num ber or Name: ALL Product Description: ALL Approved for use in HVHZ: ALL Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Date To: ALL FL#2075-R7 220 IM Versio Manufacturer Affirmation 2014 Florida Metal Products Inc. Category: Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Product Evaluation Entity FL#2075-R7 Products Sea # Product Model. Number or Name 1 RV10 FL#7849-R9 Code Type Versio Manufacturer Revision 2014 Boral Roofing / Monierl-ifetile Category: Roofing SubCategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FL#7849-R9 Products Sea # Product Model. Number or Name 13 Saxony 700 - Shake, Slate &amp; Split Shake 14 Saxon 900 - Count Slate Shake &am Slate Y Country P, 15 n n Shake, Slate &am , Split Saxony 900 - Country Slate, S e, S a e p, p Shake 16 Saxony 900 - Hartford Slate, Split Old English Thatch, Shake, Slate, Country Slate 24 Villa 900 25 Villa 900 26 Villa 900 FL#12856-R5 Code Type Versio Manufacturer Revision 2014 Town and Country Industries, Category: : Shutters 9 SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12856-R5 Products Sea # Product Model. Number or Name 1 0.050&quota Aluminum Storm Panel 2 &quot,Safety Edge&quota Storm Panels 3 24ga Steel Storm Panel 4 Aluminum Hinged Storm Panel Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or Date gee Date Pendina pig Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Clark Jones Miami -Dade BCCO - EVIL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved (904) 783-8400 (786) 315-2590 clark@flamoo.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In V Outside HVHZ Resistant Pressure RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Enaineer & License Validated By Thomas Jemmett ]CC Evaluation Service, LLC Gary W Walker (602) 269-2288 (205) 854-0160 thomas.jemrriett@boral.co m Product Description Flat Profile - Stockton Flay Profile - Henderson Flat Profile - Lake Wales Flat Profile - Stockton Medium Profile - Lake Wales Medium Profile - Denver Medium Profile - Stockton Page 1 of 3 1/92017 Date Date Date Pending Date Validated Submitted FBC Approval Approved Status 09/10/2015 08/25/2015 0920/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Desian Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2018 No Yes N/A N/A 12/31/2018 N 0 Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/31/2018 No Yes N/A N/A 12/31/2018 No 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 2l a pill Date Pendina Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/29/2015 04/28/2015 05/04/2015 06/222015 Approved 954 4 - 1 P-0046549 P.E. 93 855 E tomj@tc-alum.com (305) 510-8531 Product Description 0.050& uot Aluminum Storm Panel with Optional q P Clear Panels &quot.Safety Edge&quota Storm Panels, 28ga (0.018&quot;&quota) Steel, 0.022&quota Alum (Ped and Non -Pet Clear Polycarb (Full and Halr) 24ga (0.0232&quot;) Steel Storm Panel with Optional Clear Panels .050&quota Aluminum Non -Porous Hinged Storm Panel Quality Assurance Approved for Use Approved for Use Impact Pesign Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2018 No Yes Yes N/A 12/31/2018 No Yes Yes +54/-54 1213112018 No Yes Yes +1001-100 12/31/2018 Yes Yes Yes N/A FL#21675-RO Code Iypg Versio Manufacturer New 2014 HomeGuard Building Products, Inc. Approved Category: Roofing SubCategory: Underlayments Compliance Method: Evaluation Report from a Product Evaluation Entity FL#21675-RO Products Sea # Product Model. Number or Name 1 ToughSkin Synthetic Underlayments FL#17202-R1 Code Type Versio Manufacturer Revision 2014 Lomanco, Inc Category: Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#17202-RI Products Sea # Product Model. Number or Name 1 Deck -Air— DA-4 2 OmniRidge&#174; PRO Vent PR04-N FL#15076-R3 Code Tvoe Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R3 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#15076-R4 TV -ear ll Manufacturer Revision 2014 Global Protection Products LLC. Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15076-R4 Products Sea # Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#17869-RO code Tvoe Versio Manufacturer New 2014 All American Shutters and Glass Category: Shutters SubCategory: Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F L#17869-RO Products Seq # Product Model, Number or Name 1 22ga, 24ga Steel Panels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 2/6/2017 Entity o Date Jae Date Pendina jalk Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status John Cheslak Intertek Testing Services NA, IntertekTesting Services 02/01/2017 01/25/2017 02/03/2017 (904) 240-1382 Inc. NA, Inc. john.cheslak@hgwrap.co (604) 520-3321 m Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A NIA ToughSkin 30, ToughSkin 50 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 Entity o Date Date Pendina pig Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/222015 Approved (501) 982-6511 PE-31242 (717) 317-8454 acarter@lomanco.com Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 2c 20 Date Pendina Date Contact Enaineer & License Validated By Validated b i e FBC Approval Approved status 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 (954)689-7545 PE-44167 (954)772-6224 ti m. robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/3l/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. Entity or Date_ 2&,g Date Pendina 20 Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Tim Robinson Walter A. Tillit Jr. P.E. John W. Knezevich PE 12212016 12/21/2016 Validated (954)689-7545 PE-44167 (954)772-6224 tim.robinson@gppent.com QualitvAssurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Corrugated Galvanized Steel Storm Panels retained 12/3l/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes NIA or not by tracks to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92017 Entit y oDAe Date Pendina 12M Conta Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Mike Barbieri Frank L. Bennardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/032015 07/10/2015 015/18/2015 Approved (561) 712-9882 PE-0046549 (954) 394-8521 m i ke b@ a l l a me r ica ns h utte rs.com Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 22ga, 24ga Steel Storm Panels 12/312017 No Yes Yes N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#5219-R3 9292 Entity or 2& pig Date Pendina pig Iypg Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Aoeroved Status Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/29/2015 05/102015 06/23/2015 Approved Category: Roofing (813) 248-3456 PE-31242 C717) 317-8454 SubCategory: Roofing Accessories that are an flvalidation@yahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5219-R3 Products Quality Assurance Approved for Use Approved for Use Impact Desian Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 1- &quokFlat Top Off Ridge Vent with Baffle for Tile&quota Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 1213112019 No Yes No N/A 8&#39, or 10&#39, Wide Off Ridge Vent Attached to Wood Deck 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A Tile&quot; 88#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck 3 3- &quotStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No N/A for Shingles&quot; 88#39;, or 10&#39, Wide Off Ridge Vent Attached to Wood Deck FL#16588-RI 920 Tvoe Yersio Manufacturer Affirmation 2014 O'Hagin Manufacturing, LLC Category: Roofing SubCategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certrfication Mark or Listing FL#16%8-R1 Products Sea # Product Model, Number or Name 1 O&#39;Hagin&#39;s Cloaked Vent Tile FL#15o68-Rll P90 Tvoe Versio Manufacturer Revision 2014 Global Protection Products, LLC. Category: Shutters SubCategory: Fabric Storm Panel Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15088-R1 Products Sea # Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 20X FL#1999-R5 Code Tvoe Versio Manufacturer Revision 2014 ITW Building Components Group Inc. / Paslode Category: Structural Components SubCategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1999-R5 Products Sea # Product Model. Number or Name 1 ITW BCG Higher Strength (H &amp, S) 2 ITW BCG Hinge Plate 3 ITW BCG Trulox 4 ITW BCG Wave Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/102017 Entity r Date Die Date Pendina j�e Conte Enaineer & License Validated By Validated Submitted FBC Ayaroval Approved status Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 0625/2015 Approved (707)872-3620 (305)868-4707 gdaniels@ohagin.com Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure Attic Ventilation Product for tile roofing applications 04104/2018 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 Entityr Date pie Date Pendina Date Contact Enaineer & License Validated By Validated bm itted FBC Approval Approved Status Tim Robinson Walter A Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04242015 05/032015 06/23/2015 Approved (954) 689-7545 PE-44167 (954) 772-6224 tim.robinson@gppent.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Coated Polyethylene Fabric Panels retained by tracks 12131/2017 No Yes Yes N/A or direct mounted to provide hurricane protection. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity Date 3e_ Date Pend Ditg Contact Enaineer & License Validated By Validated Submitte FBC Approval Approved Status Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/292015 Approved (847) 918-6473 (407) 681-1917 slevAs@alpineitw.com Quality Assurance Approved for Use Approved for Use Impact Desian Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Metal Connector Plate 12131/2020 Yes Yes N/A N/A Metal Connector Plate 12/312020 Yes Yes N/A NIA Metal Connector Plate 12/312020 Yes Yes N/A N/A Metal Connector Plate 12/31/2020 Yes Yes N/A N/A N s t/) C6 O � -� = L O L- Q O N O cu in O C O !Z O ^^11 W O CU U O .0 !E E 0 N O L ICU a .— ``�^^ VJ Q Q Q Z Z W J Cn (3D 0 U �e U 10 V / 0 ICU O LL CL Q 4­0 U CIO O i L ^�^11 V'W^ ', ICU W V Q VL w Q W Z Z Q J Q_ SHEET NO. PA 1.2� �-- - - I I 9 III 1L. -1 1_ I I_ ___ I I L V FL#2197-R5 220 Tvoe Versio Manufacturer Revision 2014 MiTek Industries, Inc. Category: Structural Components Subcategory. Truss Plates Compliance Method: Evaluation Report from a FL#2197-R5 Products Product Evaluation Entity Sea # Product Model. Number or Name 1 M18SHS 2 Mil 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-RS 990 Iyge Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630-RS Products Sea # Product Model. Number or Name 1 TJI 110 2 TJ1210 3 TJ1230 4 TJI360 5 TJI560 6 TJI/560D 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 2AW Contact Engineer & License Validated By Validated Submitted FBC Aooroval Aooroved Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved (314) 851-7480 U.C. dwert@mii.com (205) 599-9800 Quality Assurance Approved for Use Approved for Use Impact Desion 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 12/312017 Yes Yes N/A N/A 20 ga. truss connector plate 12131/2017 Yes Yes N/A NIA 20 ga. high strength truss connector plate 12131/2017 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or pit 20 Date Pending 20 Contact Engineer & License Validated By Validated Submitted FBC Aooroval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/062015 05/122015 07130/2015 Approved (253) 924.4084 (608) 839.1344 j i m.anderson2@weye rhae user.com Quality Assurance Aooroved for Use Approved for Use Im pact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Prefabricated Wood I -joist 03131/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/3112017 No Yes N/A N/A Prefabricated Wood I -joist 03/3112017 No Yes N/A N/A Prefabricated Wood I -joist 03/312017 No Yes NIA N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03131/2017 No Yes N/A NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#1774-R4 9"A EntityTv Versio Manufacturer Contact Engineer & License Revision 2014 Commercial Concrete Products,lnc. Robert Gillis THUY H. HUYNH Category: Structural Components (813) 659-3707 PE-60122 Subcategory: Products Introduced as a Result of precastgator@yahoo.com 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 Product Description 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels FL#5259-R26 Type Version Manufacturer Revision 2014 POLYG LASS 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 Underiayments lL�TI7Z711'�'7if1 Validated By Florida Engineering Solutions (352) 588-5311 Page 1 of 1 1/92017 Date Date Date Pend Ina P212 Validated Submitted ENAoproval Approved Status 07/032015 06242015 0820/2015 08262015 Approved Quality Assurance Approved for Use Approved for Use Im pact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05/25/2024 No Yes N/A N/A Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 8/162017 Product Approval Application Detail Entity or Date 2& Date Pending 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status James Akins Robert Nieminen John W. Knezevich, PE 0322/2017 03/13/2017 03/222017 06/13/2017 Approved (570) 384-1230 PE-59166 (954) 772-6224 jakins@polyglass corm Quality Assurance Aooroved for Use Approved for Use Impact Design Product Descriotion Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Roofing underialyments 04242018 No Yes N/A +N/A/-622.5 Code Version: 2014 FL #. 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 Tvoe 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 T_ 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 I a 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 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1192017 Entity or Quo 292 Date Pending 21k Contact Enolneer & License Validated By Validated Submitted FBC Aooroval 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.com (253) 620.7467 Quality Assurance Approved for Use Approved for Use Impact Design 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 Page i of 1 1/92017 Entity or Date_ 210 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 07/302015 Approved (253) 924-4084 (6W) 839.1344 j im.anderson2Qweyerhae user.com Approved for Use Structural Composite Lumber or Oriented Strand 03/312011 No Yes WA N/A board Rim Board Laminated Veneer Lumber 03/3112017 No Yes NIA N/A Parallel Strand Lumber 03/31/2017 No Yes NIA N/A Laminated Strand Lumber 03/312017 No Yes N/A N/A 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. 10/31/2016 10/25/2016 11/05/2016 Approved (253) 924-4084 (608) 839-1344 j i m.a nderson2@weyerhae 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 WA N/A Parallel Strand Lumber 03/312017 No Yes N/A N/A Laminated Strand Lumber 03/312017 No Yes N/A WA 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 FL#5450-R5 22e Entity or Ty Versio Manufacturer Contact Engineer&License Revision 2014 Powers Steel Inc. William powers Steven W. Schaub Category: Structural Components (602) 437-1160 PE-60509 Subcategory: Products Introduced as a Result of bill@powerssteel.com 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 Product Description 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels consisting of preformed steel lintels combined with concrete masonry units, grout, and steel reinforcing bars. Validated By SAMUEL A. GREENBERG, RE, (813) 645-0166 Page 1 of 1 1/92017 202 Date Date Pendina Date Validated Submitted FBC Approval Approved Status 03/26/2015 0323/2015 03/30/2015 06/232015 Approved Quality Assurance Aooroved for Use Approved for Use Impact Desfan Contract Expiration Date Outside HVHZ t e 4 In HVH2 Resistant Pressure 01/272017 No Yes N/A N/A FL#IS45-R4 Code Tvpe 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 Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or te Date Pendina pee Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Robert Taylor ICC Evaluation Service, LLC APA - The Engineered 05/27/2015 05/06/2015 06/02I2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (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 &quot;l&quot; Joists 01/01/2035 No Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL#158-R7 Code Iyg_ Versio Manufacturer Contact Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Category: Structural Components (813) 621-4641 Subcategory: Products Introduced as a Result of cparrino@castcrete.00m New Technology Compliance Method: Certification Mark or Listing FL#158-R7 Products Page 1 of 1 1/92017 Entity or ,QM Date Date Pending gate Engineer & License Validated By Validated mi FBC Approval Approved Status Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/162015 02242015 03/18/2015 Approved (786) 315-2590 Sea # Product Model. Number or Name Product Description 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels FL#156-R6 QSle Tv Versio Manufacturer Contact Revision 2014 CAST-CRETE USA, Inc. Craig Perrino Category: Structural Components (813) 621-4641 Subcategory: Products Introduced as a Result of eparrino@casterete.00m New Technology Compliance Method: Certification Mark or Listing FL#158-R8 Products Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05/21/2016 Yes Yes N/A NIA Entity or Q g Date Date Pending Date Enaineer & License Validated By Validated Submitted FBC Approval Aooroved Status Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/062016 0429/2016 05/062016 Approved (786) 315-2590 §gg Product Model. Number or Name Product Description 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels F-L#11383-R4 99ft Iygg 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 Model. Number or Name 1 PowerBOX8 Lintels Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 05212017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entityr Contact Engineer & License william powers Steven Schaub (602) 437-1180 PE-60509 bill@powerssteel.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 1/92017 J�rg Qgjg Date Pending gate Validated Submitted FBC Approval Approved Status 03262015 03/23/2015 03/302015 06222015 Approved Quality Assurance Approved for Use Aooroved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 011012017 No Yes N/A WA ^W W Cn N 2 CL 0 2 C Q .0 = cu U 0 cu � -= � � C C O W,� CU O 0 1-0 ICUL4.— LL O CU -� L fy 0 L Q 0 ■ ti V ■ It♦ -6-0 V O Ica 0 L� CIO �a U Q V! ICU ICU W V Q I.L L w � W g � z z J z Q J a SHEET NO. PA 1.3. z !- C