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HomeMy WebLinkAbout3144 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 Red. Radius ADJ. Adjustable Ft . 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 g Cir. Clg. Circle Ceiling K`WaII Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Temp. Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer Laundry Tub T.O.B. Top of Block DB Door Bell Ma s. 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 Fir. Finished Floor P.L. ParallamFin. WIC Water Closet F.G. iced Glass PLF Pounds per linear foot W.A. Wedge Anchor Flr. Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof PSF Pounds per square foot Flr Sys Floor System REVISIONS 08-20-15 1.00 12-8-15 2.00 NEW BASE PLAN ADDED VAULT. CLG. IL ENN/�R� 1941 INDEX OF DRAWINGS I SHEET DESCRIPTION i 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 STRUCTURALNOTES SN1 DETAILS S3S STEM DETAILS S4 DETAILS S5 DETAILS SS RETROFIT DETAILS D1 SECTIONS & DETAILS WP WATERPROOFING DETAILS PA1.0 PRODUCT APPROVAL NUMBERS PA1.1 PRODUCT APPROVAL NUMBERS PA1.2 PRODUCT APPROVAL NUMBERS PA1.3 PRODUCT APPROVAL NUMBERS ALL WORK SHALL COMPLY WITH PREVAILING CODES F:L°?PNOA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CIT ,' OF ZEPH vjR ILLS ORDINANCES REVIEVV DATE L / -' CITY OF ZEPHYRHILL PLAN EXAMINER /� MEAN ROOF 15 FT. HIGH TYPICAL FOR SINGLE STORY HOMES MEAN ROOF 30 FT. HIGH TYPICAL FOR 2 STORY HOMES THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED OR WHILE CURRENT CODE IS VALID Notice to Builder & All Subcontractors It is the intent of Designer/Engineer listed in the titleblock of these documents that these documents be accurate, providing Licensed Professionals clear information. Every attempt has been made to prevent error. The Builder and all subcontractors are required to review all the information contained in these documents, prior to the commencement of any work. The Designer/Engineer are not responsible for any plan errors, omissions,or misinterpretations undetected and not reported to the Designer / Engineer prior to construction. All construction MUST be in accordance to the information found in these documents. Any questions regarding the information found in these plans should be directed to our Office at (407) 880-2333 immediately. No backcharges will be considered for reimbursement by the Designer/Engineer without advanced notification and approval by the Designer/Engineer. Payments will be made in accordance to the terms of the agreement. Z M 0 — o Z Z Q a Z N U C Q) w C) w O C ~ o o In C) U 0 m NM W t— — 8 C '5 co N t7 co O O p _ t Ym rU- co ao Qrn LO o� �iQo B 0, Vy d. LLi OL Mli0 1 \ N IW 8, Q H IV� � .LLM i AM �\•'• to F w.• 1 S ` 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 N 0 � N CD t>-tU,M CD M QU-00pL Q �—Ln 0� � j a Q 0000 C Z fa J W Za Q �aa � Z 01U ZWZI OJ WMEN �(5 d". W Z > ,--1 U) Q8 Zi z °C a M i LEI > 0 0 a W Q W F ♦- O LLI J Q Z a L $�g2 J W 0 a�� ¢LLLLI ri W Q Zg Zu M Ln Z z W m o ^ g W ,� SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. CS o A o H.B. S3 EGRESS EGRESS ih d o o T AC PAD \ \ I� a 00 00 O I oo CAFE "' 8'-0" CLG. PATIO CARPET I o 4'-0" 1 V-7s°l I 11_ „ BEDR OM 4 8-0 CLG. ' " CA PET I 4068 B.F. T-6" uacc I T r --- ---- iv R&S S3 TYP @ 1 STORY 00 n �W O M" W o T 2$ --�s -- O O cr -- N P$ Y W�E 16"EP o Mw rn 10'4" C�r ' BEDROOM 3 2 ' " CARPET c 5'.4" j i u: I Cd 00 o 1M 0a FIBERGLASSo SURROUND iv RANGE B5_ 2„ T o N t- � > V OPT. I REF. I CO BEDROOM 8'-0" CLG. CARPET 5068 B.F. 8'-8" ' ,_ „ ILE o 00 �o W I 04 �� — N ;A, 14'-6" I 5' TI ESill IK wl ISP I D.W. I O O L---� _ _ _ _ _ C _ _ _ � N M H±�_ 6'-10" 4'1 iv � 23'-08" lrcl�r _ _ _ ----- _ _ _ _ _ — —R&S N 2668 �„� f _� 2668 M 3'-10" T-8" -------_ HDR AT T-4" 10'-10$" I 5 -0 1 6 ;,� O A S3 TYP @ 1 STORY - &D Ile ► FAMILY R M 9'-4" CLG. CARPET I�Aj 4 4'-0" I A O 3068 i ENTRY 8'-0" CLG. ZD L' c o , Tli 9'-4CL . 2:12 VAULTED CLG. C71 5'-4" -`r 60"x36" SHOWER R.A.G. AHU _ CC S3 G.T. S3 — — — — — ----- I I NOTE: FtNISHED I WALLS TO BE FLUSH. VERIFY IN � FIELD. I I I p�p I I O I C, 1 w I O I W I I 0 I n I x I co (4) 2x4 #2 SYP K STUDS W/ USP S3 HTT4 @ BASE r— C/) IIN U I ►X I ¢ I I ft I 11 1 1 I 1 / I L �— K� S3 it EDGE OF SLAB 2" BEYOND WALL 20'-0$" t- °' s� I I I I I 11 I I I I I I I I I I I I I I I ICD 1 I I I l l 7s, " CL G. T A _$'_c TILE r OPT. D PT. (D G C14S3 I 17'-038" (4) 2x4 #2 SYP STUDS W/ USP HTT4 @ BASE ERGS SURROUND !n R&S HANSON BOX @ 36" A.F.F. DRYER VENT THRU ROOF 2668 7'_8" j s - I I I I 2 68 5'- 82 3 10" 6-10" 3'-0" OU)W Mo 1� W T I I OWNER'S SUITE - V-0CLG. B o0 " CARPET �� r W. I.C." ' " 8-0CLG. CARPET I N I I 2 CAR GARAGE -oCLG. 2'-6" BUILDER TO PROVIDE APPLIANCE PROTECTION WHEN REQUIRED PER FBC 1 1 1 1 I I I I I I I I I I I I I 1 I I I I I L006" T — — — — — — — — — — — � TIE I E DP° R&S--- � :- C� HEADER SCHEDULE MARK HEADER SIZE REMARKS H 1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) -1 3/4" X 16" LVL 2.0E Fb=2950 CH8 > (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 R.A.G. (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED '* SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20X26 184X25 S.H. 13 20X38 18JX37i S.H. 14 20 X 501 18 4 X 50 S.H. 15 20 X 63 18 J X 62 j S.H. 16 20X72 18jX71j 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. 34 27 { X 50 N/A S.H. 433 N/A 26 x 37 1 S.H. j 34 N/A 26 x 50 S.H. j 35 27 4 X 63 26 X 62 1/2 S.H. 436 27 4 X 72 26 X 71 1/2 S.H. 22 37 J X 26 36 } X 25 112 S.H. 23 37 J X 38 i 36 j X 37 3/4 S.H. 24 37 j X 50 j 36 j X 50 S.H. 25 37 J X 63 36 4 X 62 1/2 S.H. 26 37JX72 364X711/2 S.H. DOUBLE 2 WIDE 75" TALL 73 J WIDE S.H. 32 54 X 26 52 J X 25 4 S.H. 33 54 X 38 j 52 } X 37 j S.H. 34 54 X 50 j 52 j X 50 S.H. 35 54 X 63 52 j X 62 4 S.H. 36 54 X 72 52 J X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classi duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M 1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic ,crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above fir. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" OA +25.6 / -27.8 © +25.6 / -34.3 © +24.5 / -26.7 0 +24.5 / -31.9 DE +23.0 / -25.2 OF +23.0 / -28.9 OG SEE SN SHEET �H SEE SN SHEET 140 MPH NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE 0 0V Z M co Z Z Q J v, z t!') C9 a)C— w (10 p U — O w � IE o ~ U mn M p W ~ U C) t0 fM N O O Uy �OD mar; co , . Qrn a`50o A , N C B D C II t��p ��°���•� �¢� co of go �•''�° N Z NAJ- z •. /y /p ii WAS LL!N' � Z 7� is'!r��,' LLZ W 1 �Y r'nalit To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1! O O Z cV 0 � n M O M Q V) a (A — •� z IF U) Q (1) LL. Ln a �M ilY V 00 Z J W � �r Z2 9'-11$' Z-84" i -�-f MIRROR co 00 = ® O Ei --i < vO OWNER'S BATH OWNER'S BATH BATH 2 L] LiHOOD � \ Li Q o0 CV N 00 Ic— O 0 0 0 0 o DW 0 0 IX X CV)"' OPT. RANGE REF. KITCHEN ISLAND KITCHEN KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=1'-0" MIRROR UI ' Z M 0 — o Z Z Q J V I V ^ C/7 /TTT� W t V Q 0 W ~ c o o0 U W E a) M M R 'O M = N Ud .L.. LL � Sao Q0 rnQo A ' 8 De N C B D C IN) 11, M 12 5� 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. SPECIFICATIONS ---— -- —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — -- UFce IMr E:1LJ1 1 " x 9" SMOOTtHJ_ TEXTURED FE71 F71 1710 [=71 = 7= ------------- 12 5O Vx9"SMOOTH TEXTURED FREEZE BAND -------------------HEEL — T.O.M. — — HDR HGT. TEXTURED CEMENTICIOUS FINISH ON C.M.U. co (TYP.) -o I ----F.FL. +3" SMOOTH \—TEXTURED BAND F2 00 ce) N FRONT ELEVATION - B1 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 �5 HDR HGT. TEXTURED 7-0" CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. RIGHT ELEVATION - 61 : 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 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. 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 Root) - 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 (D �? Z c — o Z co Z Q I Cz (A C9 (D(0 cn w p U — w OE~ C U 0 04 Cl) w 'E — 8 M c m co .2 C O `o o U L LL00 ) 0:IS Q 0 4 Ln o v A1 B Ds N.°B°C % cv 1J 00 zw �-Zr'` r -0 ...0 w V a -CO rn g )5.� , L7 ,a o r,.... •' Z ESS\CI W ��\ ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z N 0 N 11 M (n 0 M Q 'gyp In a in •— ¢��In is � 3— 00 Q � � Z fQ WC:) J C:) 19 W za Z r 80 O gUZ' yy O J LU 8 > ° L V J z ? p W f z Qyr IM W 3 o a 0 C: ZW U = (� Q W z O Wo8B���---III Ua'M N N (r L.L g�` WZ Q � W Ix �c Z W In L i LL i lgli8 J rl W Z U fM Q Z~ UA M L'i Zg ZZ z o m O ^ J w = � z uJ rn .-1 a rn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 3.1 c a TOM — 12 5� 14'-0" RIDGE VENT EXTENDED OVERHANG TO BE CENTERED — ON DOOR 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF, SPECIFICATIONS ------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 12 �5 T-0" RIDGE VENT 12 �5 REAR ELEVATION - B1 SCALE 11/4'=1'-0^ 1" x 9" SMOOTH TEXTURED FREEZE BAND 3 TAB SHINGLES. ROOF INSTALLED AS PER MANUF. Z;7 SPECIFICATIONS ---------- --- T.O.M. ; Z, . M ------------------------------------------- 11-011— — — — — — — — — 1'-0" HDR HGT. -------------------------------------------------------------- 1'-0"— TEXTURED CEMENTICIOUS 2'-0" FINISH ON C.M.U. (TYP.) TEXTURED CEMENTICIOUS co FINISH ON C.M.U. Ito (TYP.) — — — F.FL. \— +3" SMOOTH TEXTURED BAND LEFT ELEVATION - B1 : 1 /411=1 1-011 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 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SO. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. " (Sq. FL Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Root) - 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 0 (D�P Z o —0 Z Q CL CzCD I� Z (A' 0 CDM Q) cn w p U — .1 LU ~ OE = V) o 0 C) ON! M LU E a M M W ~8 OON LL00 ) N LY C O u� v Q tM 0 a A I 13-1) C a � Co o U 6� LU Q �} 6.o z E SS\ m �v ���, tW N���ttl{11111 o U a U F— ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 z fV O N I� 1--1 � C:) CD 1>-1M M Q L z 0-cn •,_ 2: <� LL Ln a H ,M U ra ' -I Q 0000 Z C 3i fa z J W ��Q2zj W - za f z n Qcdo: _O oW LU U Q U'0 uu U0�o i J LU 12"E8 L LUU i 0 z Gr > p a M cn n3 z U _ Q W �LU oLL o88 F' `~ c go t'V z o ^ ce a Moe Z J 1-1 W �a�o E Q Pia` M Q z "'�~ Ug z Z Rz lib g W L � 0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 3.2 21, 11, 2" *NOTE: VARIES V-10" 1 1" RADIUS T Cl) N FOAM TO BE USED ONLY WHEN 31/2" RADIUS 1/2" RADIUS cir ``� REQUIRED BY COMMUNITY ^ � 3/4" RADIUS 4� V-5 " _ Ma 04 co SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 12 CV N BUILT W/ STUCCO. 1!2" RADIUS 1" 4" VARIES MIS *SIN 1■ EDGE OF OPENING r VARIES 0 1 M T iV 221" VARIES 341 411 44"4 cl 2„ 1 1/2" RADIUS " VARIES 12All'41 AN oily a � 0p VARIES 121" °IN M 3211 32' 2 1/2" RADIUS T3" SIN to 1„ 2 2 111 111 111 1" T �11 �If 4 4 V-8" BASE *NOTE: VARIES 8" 2" 3„ FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" OPENING VARIES = 1'-6" 1" V-4" 1" t4 N DETAIL TO BE 2' - -a BUILT W/ STUCCO. EDGE OF OPENING , _ 'v T 241 O N 4" 101, 24' - 101, 6" � N 1-1/2" THICK 1-1/2" THICK V r'� 1-4 0) N -la u1 2 _ N 2,1 4" 1 311 6" 211 2„ CV U) W > U) w ' C7 1-1/2" THICK 241, _ 7" �„ �]11 1-4- IN 00 o, 4" _ to U) LU VARIES VARIES > I I • 4" 811 32" O �� VARIES VARIES I I 00 01 �ry P 6" 4" N N 00 `D in _ R 4 " KEYSTONE F11 OPTIONAL 0 = KEYSTONE F11 OPTIONAL i 2 4" GARAGE DR. OPENING 4" �11 3 4 4" 311 WINDOW OPENING 4" a' VARIES NOTE: • INSTALL OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH 1411 411 1a" 12" • FOAM/ EPS MATERIAL IS ACCEPTED 2" • FOAM/PS MATERIAL IS ACCEPTED T-8" 4" T-0" 4" V-4" 1 " 1011 1 f-4" 1011 0 CO �' N 51" 4 1'-1 I11 2 4 = � fV N 4. 111 1 ff o fV �o Mir A 111 '47p„ _ T GENERAL NOTES: IiRE • 1.5 LBS DENSITY STYROFOAM • POLYCOAT (HARD COAT) 6 ACRYLIC SAND FINISH a -9 - Z 0 — o Z Z 'Q J U) z cn a--i w � p U — Ow N o = �Vi o0 U LU F — 8O I'M c raM N 6 M o0 ' IR tL 00 Ua�i Co Sao Qrn �a� rnQo A' B D. N•C B D-C C O) H o O ccoo _ d M cl �f Z tA Z W, C F� 0 � LL. Z J A/ lL N W j C LL w LL. ° d W 6 ¢ CL A Z �0°" o Q z 0 m U H oni� WR E rn ° IL a . p m m Q It N -' o U V ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z cV O cu t\ r>--ip M aLr) (10`^ 'o a � : Ln F - V a 00 Q � Zra J W d- c'Lu O H�a wa9!am Uz8O Z 1+1 Z U J Q 8-z a. O w W o 9� EL 8 CID W L Q Z z p � � 1--� C �z Cr M ~ �3 'a O a U = (a Cr W � f z o .: J /\ Uj X86 dog k Zoao Lu3 Q ~�Lu Z Wj =aW raj LLJ W M Z Alz Lli Z Z tD z �m ^ 5 2 �g •-+ a 1 V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. F1 t i . ELECTRICAL SPECIFICATION NOTES: ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. 200A INDOOR PANEL CENTER #14 copper to lights d outlets NEMA 1 200 AMP #12 copper to 20 amp okts #10.2 copperto WH #10-3 copper to Dryer METER MAIN O2/0 or 4!0 SER Alu 200 amp 150 amp POWER CO. FEED INTERSYSTEM BONDING TERMINATION PER NEC 08, 250.94 Bare Cu Ground CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All Vim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance With UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance With FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped with a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET f� SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET j WALL SWITCH $3 THREE-WAY SWITCH 14 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE O EXHAUST FAN ;Q� EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) O PUSHBUTTON SWITCH (OPTIONAL) SD SMOKE DETECTOR CM SMOKE/CARBON MONOXIDE DETECTOR (COMBO UNIT) TELEPHONE (OPTIONAL) ® TELEVISION (OPTIONAL) ® 2 (2) TELEVISION (OPTIONAL) (1)@ STD. HT. & (1)@ 60" A.F.F. O THERMOSTAT 0 ELECTRIC METER JE!3- ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v � c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR L J OPT. CEILING FAN 69 (1) PHONE LINE, (1) DATA PORT WP DISC. GFI H.B. DEDICATED RECEPTACLE FOR MICROWAVE RANGE unnn omen Onr-nc SYSTEM LOCATION WITH BUILDER MAIN FLOOR ELECTRICAL PLAN SCALE:1/4'=1'-0" C9 Z co o Z° Z� Q J d ZLn W (D(a4J rU W Q U W 2 ~ fO I = O O O VL 1--m IM U � M W Q U W 8 Ct tO Cl N O c 4 O ONO _ U� =LLco mar; Y Q rn to O 'T g Q Ci Al B D. N C B D C r� coo O co N N ao H��CZ o �Z N a r/ LL a O LL / � N Cl) ai COLI:, � w66 LL LLJ ZOC.'� o Z tA�a=Wyco LLZ ly W ono o . M o W v¢N N C• 0 To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O Z fV ow i>iLt)MO M Q U-) 'gyp Ln a to •L �t Q 0 Ln CL .-. 3 a Z 00 E Z WJ CD d' Z w� Za Q SO Z z J p QS�W a6J Q 0�2RE9 U�s M _I w O C O U = (a ^ li O J z O:25c� Z LU��� N Sa G g 0` a3 a0 I Uj Z Z ^2 �a J Ln rl ll.l Z �o�Z ¢ � LuF~ Z Z �j � m g LU o � SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO- 2v0 SHEET NO. 4.0 VENTED SOF 46 SQ. FT. \/[=K1TC:M C/'1CCIT R7 4Zn CT V L-1 Is I L-V V\/1 1 1 1 \/V V%J%. . .. ATTIC VENTILATION CALCULATIONS - 131 ATTIC VENTILATION REQUIRED UPPER VENTILATION PROVIDED 1/150 Rule 1/300 Rule Ridge Off -Ridge (No Upper Ventilators (Must Provide Upper Ventilators) Vent Amt Amt. Req.) (Ft.) Total Ventilation ATTIC Provided SPACE SQ. FT. Total SQ. SQ. FT. SQ. IN. of b Upper Y PP SQ. IN. of of vented ventilation IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilator s See Elev ( ) required soffit ventilation soffit by upper Ventilation Ventilation needed required needed ventilators Main 21.00000 2.000000 Floor 2377 2282 326 1141 81 570 0 591.0 315.0 276.0 (Zone 1) **NOTE** GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC 5th ED. RESIDENTIAL. VENTED SOFFIT LEGEND 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: Y4'=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water-Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated. Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. -CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN** (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 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) 19 = Linear Ft. of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SQ. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of allagin Vents Needed 0 (D _V Z M — o 13 Zco Z Q J Q Z Cz U111 W C cn (DIM 4--J w 0 U — w O -a)- m ~ 0 r— m � U wAiiiiiiiiiiiiiiii I.— — $ W E cNn M c l6 M OoN _ N UN rLLL00 m a o <C cl r)0 u7 v 010Q o A ' B D. xceDc A t//r I ����;31!fElddPir N t, c • o_ cs �J4C C.,� a��� $ �C) *.ire••*• 0a� �¢ / 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 fV 0o� 1/•1 M O M a V) -0 0. cn •�, d- <C LL� F- zfl. ^ II3� U a a E� Z ra WJ C:) 0, jQ Zaa � O O 2 w 06-0 0�Eg JJ l�l U iH 04 00 > zz Ce o I ¢ 9uJ U 2 J of uJ I..LYU�4 0 J X O U fV o�8 Z Lu Y�g Z J Ln rl di LL o LLl Z $ Z v k ro Q Z g co o LM 1 � W _ O ¢w � 0- SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. 5.0 64" 1,482N 3'-2s 5'-0" 5'-0" 5'-10" 01 H.B. TYP @ 1 STORY S3 I U.N.O. Kim "I 65'-0" 2'-1014" S-11�" ........................................................................ ... ......................... I...... ..................... it T co 0�, I 0 \\\\ co o -3 1/2" I \ SINK /DISP I LO S3 \ I �—�—•— — -- I :: _ I \\� \ \ i I D.W. i I .. ::q0o Cl) :. I{ 1 rA S3 c� 7 L \\� \ ______ CHASE TO ISLAND— — =--- -- _---- " o I I TYP @1 — — \ \ -----=--� ■ : — — — —= — PROVIDE 1 Y" RECESS \ \�\ CJ L — — — — — — — — T — — CJ OPT. —r eJ CJ ; KITCHEN ISLAND REF. ; ; ......... FOR SGD. REFER TO \ . ... \ — — I — — — — CJ _ _ .I i„ I ■ ... 10'-104 STORY U.N.O. STEPS AS REQUIRED PER FIELD MASON'S SLOPE FOR I LOW WALLS I q CONIZITJONS WIDTH : o INDICATES FILLED CELL w/ 3 00 PSI \ \ ' ' ' .......:........... CONC. GROUT FROM FT. TO BEAM I \ \ HVAC CHASE I .::::::::::::::::::...:::::::::::: .......::::: . W/ (1) #5 REBAR VERT ABOVSLAB \ \ BASED ON 0'-0" TOP OF CONC./ PAVER T BE 4" . : ■ :.... » ■ ■ TYP @ ALL PLACES SHOWHOOKED FTG. DOWELS 5" EN \ \ LOCATION BELOW FIN. FLR. \ � 4'-0" 4'-4" 4'-6" �BED \� "GRADE \ PROVIDE Y2" x 9" - W/ 25" EXT. ABOVE SLAB 40 \ SLOPE to STEEL" I \ I RECESS FOR FRT. POOR M L o \ \ \ 2'-6"x2'-6"X1'-0" FTG to ( S3 25'-101 $, \ � \ 9'-5&8' W/ (3) #5 E.W. 5'-0" u, 00 —------- I \ \ ......... ...... ................. WWI ■ ;9 o — — — I— CJ CJ T00 I \ I v TYP @ 1 STORY S3 S3 CC U.N.O. I S3 2 #5 REBAR ( ) 2'-6" x 2-6" x 1'-0" I r4" I AHU I VERTICALS w/ in N - I • 3'-5" ^ FILLED CELL 7'-1„ W/ (3) #5'S E.W. _ _•— — 2'-6"x2'-6"X1'-0" co 00 M G ( W/ (3) #5 E.W. I I I S3 OPT. D PT. -3 1/2" I I; ' ' SLOPE - .. ......... �T .................... 5'4" V-10„ 3'-6„ I O CD .• TII — — — N I i 3-1/2" MIN 3000 PSI CONC. 2'-7a 6-5" 3'-2" SLAB FOR HERNANDO COUNTY ONLY I I J 0? 3-1/2" MIN 2500 PSI CONC K o S3 I SLAB OVER 6 MIL VISQUEEN I M I I : ; S3 ; : VAPOR BARRIER N 35'-4" 20'-6" ' ■ 10'-0" I I ; ; BUILDER TO PROVIDE I :: APPLIANCE VERTICALS wAR 4'-0" 12'-1" O PROTECTION FILLED CELL , , , �P I W.H. WHEN REQUIRE D � �----------� � � PER FBC ; --- —, -- --------�' — -- — �-- ------J ' 00 - 5'- 6' A S3 TYP @ 1 STORY U.N.O. 6'-0" i•'�1➢ .§ H 5' H.B. 7'-1 Iffilli 7-1 NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN ---• (- w g W CONTROL JOINT DETAIL. SCALE: 11/7=14" FOUNDATION PLAN ' •r #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 ••: ,. •••�: ,. •�••. ,..•�: ,. ••�r,, ••�r bending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1/2"=V-0" (D Z M 0 — o Z Z Q J Z Lnn' CD �N w Q U — w OE � Cl) U W E — 8 a Cl )M C M Cl) W O M O O p _ W U �s LL 00 �Y Q Cl) a o to Ov Q d A ' B De N C B D C N I"?,... *I l��ittliilEtdt '� E. arN -,cm" SLIa U. � a �_ a:wW _ .w W tT� •. z < , , 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 0 � N > Ln M O M Q � Ln -d a cn•6z d' Q �LLn f— CL oC U Q 00 Q E� z3� WUDj ttQQ//Cz��� W F� �a H Z wawa 1=?°0, Q J 28-H LDO�z EW.fW Z O o�F�F8 U � W L �" I..� o Z z z O �z > z oU LL = fo O O "' Quo � he x g�ao� N wU4ar< W Q Zip LU rl Ln pg�L M Q Z$ m Ln Z Z LLJ 5 z = a�W .—I a N f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO, 10 SHEET NO. 6.0 UPLIFT CONNECTION CROSS—REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. 0 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 H .5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D I H3 455 320 8 - 8d RT3 610 525 18 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 - 10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2"& 8-10d H HTT4 3610 3105 5/8" ANCH. / 18 10dxl-1/2 HTT4 2715 5/8" ANCH. / 20 10dxl-1/2 J HTT5 4350 3740 518" ANCH. l 26 10dx1.112" HTT5 3225 518" ANCH. /(28)10dxl-1/2 * 3130 3050 5/8"DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L HD 4505 37855/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M 4 7/8" ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N LUS26 1165/1070 "* 1005/915 ** 8 -10d x 3" JUS26 1115/1060** — 8 - 10d P HUS26 1550/3335 ** 1335/2820 ** 20 -16d x 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 14-10d x 1-1/2" T MTS20 1000 860 14 - 10d x 1 1/2" MTW20 1195 1005 14-10d x 1-1/2" U MGT/MUGT 3140 3140 22 - 1Od X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-10d X 1 1/2" SP1 585 535 10 -10d I SPT22 685 1 8 -10d SP2 1065 605 12 -10d SPT24 1030 12 -10d 645 555 12-10d X 1 1/2" * MINIMUM 3" MEMBER ** REACTIONS ARE FOR ROOF LOADS ONLY *** DO NOT DRIVE NAILS THROUGH THE TRUSS PLATE ON THE OPPOSITE SIDE OF THE TRUSS, WHICH COULD FORCE THE PLATE OFF OF THE TRUSS. ALL EPDXY ANCHORS USP CIA-7000C NOTE: DOUBLE FELT REQ'D ON ROOF PITCHES 3/12 & LOWER. LOADS - ROOF = L / 360 FLOOR = L / 480 W/ 3/8" MAX DEFLECTION. FLOOR JOIST SPACING SHALL BE MAX OF 19.2" OC FOR HARDWOOD & TILE AREA'S & 24" OC FOR CARPET AREA'S DROP HIP DETAIL 2-0-0 MAXIUM SPACING ON VERTICALS OF (B) TRUSS ++) (B) (B) (A) ,�q 11 IIK\ (+ "--I0R 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- IS) '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 i LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 M1 STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS --r �14F-X�WTMER (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 !P ID Z c 13 Z CO Z IDQ 0' Z C 2 Lo, (D IDM W cn +-j w p U - O"' .Tz E V) �� ~ o 0 mn U LU — c4 W dM c1 r0 ft M T 'O M 0.2 = di U =L-00 00 c00 cc a°i Q c) Lo O rn--to A' B De N C B D C ��;�ttlltttli `D CD W LID E •vX 1- J U LL &I r- U �+x'V a� w rboa�� �A C Nyl ILI ,f 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. C) C) Z (V 0 a) r, o tom- M Q� tJf •i � 11Z Q U- I— a .^ V p.00 z Q c � z Z ( J C:) �o uj za z UJ am uzOU 90Z� n li Z �RE8 UFfu L zg > Q z z J T-1 Cr � M LL � 3 LU W o O � z -� N zop Q ^ o $�o Z LU Z rlo�Z L ...I W Q Z Z a�8 ~zu I- $� <z M M Ln Z Mk W ''LU z SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 7.0 GENERAL INSTALLATION NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. U-Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added 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 verttcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load + Applied horizontal load �� . 0 Safe vertical load Safe horizontal load — GENERAL CONCRETE LINTEL SCHEDULE APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY 8F8-1B/1T 8F8-0B/1T 8RF6-OB/iT ;'�• ; O © © O 0 0• O 0 0 ul- C1 0 8RF14-1Bl1T 8RF14-OB/1T 8F16-OB/1T 8F16-1B/1T 8F20-0B/1 T 8F44 1 B/1 T 81740 1 B/1 T 8RF40 0B/1 T 8F321 B/1 T FORM k GROUT SOLID O wo:,� BAR CONi. 8F12-1 B/1 T 'V' LINTEL DETAIL SCALE = N.T.S. I € IM MI. E TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY = w 8F16— B/1T US Z tNOMINAL. ZD L QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL- ° HEIGHT IL i MATERIALS c-i i c precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 318" aggregate and 8" to 11" slump. 5. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 6. Reber per ASTM A615 Grade 60. Prestressing strand per ASTM A416 grade 7. 270 low relaxation. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. #5 REBAR MIN. (1) REQ-D CI CLEAR ALTERNATE POWERS STEEL LINTEL ° 0 ° < ° 4 .M.U. #5 REBAR AT TOP a MIN. (1) REO'D ° 4 1-1/2" CLEAR ° D a ° ° ° < GROUT ° 5 REBAR AT = - to w BOTTOM OF a u, - O 4 LINTEL CAVITY u� V to \ OTTOM o ¢ Ci O � Z REINFORCING PROVIDED IN LINTEL Q < t7 ¢ Z �-` d w ^n D D F .. w 3p 43 4 #5 REBAR AT BOTTC AS INDICATED 7-5/8"ACTUAL J MINAL WIDTH (VARIES) to m ¢ d. ° ° ° LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel Is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel planldetails for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cementitiuos coating. See contractor specifications 4'-6" LL 4'-6" LL O O 6-10" LL O LINTEL PLAN! SCALE: Y4'=1'-0" in 0 Z _ o tO Z Z Q U, Z w Q w N C = o is (/i ~ U 0 m^ W E W ~ 8 NM Cn C @ ccn O ON = 9t to LL Co o 1O moo Qvt U) v AQci A' B D. N C B D C / i1w, a u- ;' IN • • Z11L t```\ ESSJ` 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 tV O tv n I--1 4.J O ��fo00 C) Q V/ a in•�� Q LL" CL M V 0 ?-1 00 Z E Z W-10 Za Sa¢ F w �ZOU M �ui J �F�ON ug L �Z OZ Zo z ♦e T-1 D M � 3 < W V= ^^ I..L J L1J w ��Z I o 0 z w0�6 U0 &H IN J o < wowc2Q o Z�� 0 w Z J Ln r1 �a�u-2 < off W C G Q � Q Z�z M w a F M m O ^ QZ Q U N <M Fn ^ ,-1 13- SCALE AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 8.0 M P Z NOTE: BORATE/ SENTRA CON SYSTEM APPLIED TO ALL FRAME MEMBERS WITHIN 24" A.F.F. 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE OR BOR-A-COR" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE. 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. ATTENTION: CHEMICAL CHANGES IN PRESSURE TREATED WOODS AS OF DECEMBER 31ST, 2003, CHROMATED COPPER ARSENATE (CCA-C) WILL NO LONGER BE PRODUCED FOR RESIDENTIAL OR GENERAL CONSUMER USE. SEVERAL NEW PRESSURE TREATED WOOD ALTERNATIVES HAVE BEEN CREATED TO REPLACE CCA-C. MANY OF THE NEW PRESSURE TREATED WOODS USE CHEMICALS THAT ARE CORROSIVE TO STEEL. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TYPE OF WOOD TREATMENT AND TO SELECT APPROPRIATE CONNECTORS THAT RESIST CORROSION. FOR EXAMPLE, ACQ-C, ACQ-D, CBA-A, OR CA-B REQUIRE HOT -DIPPED GALVANIZED OR STAINLESS STEEL FASTENERS. DOT SODIUM BORATE (SBX) DOES NOT. REQUIRED SAFETY GLAZING IN HAZARDOUS LOCATIONS (RE: FRC R308.4) R308.3 HUMAN IMPACT LOADS. INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 SHALL PASS THE TEST REQUIREMENTS OF CPSC 16 CFR, PART 1201 CRITERIA FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3 EXCEPTIONS: 1. POLISHED WIRED GLASS FOR USE IN FIRE DOORS AND OTHER FIRE RESISTANT LOCATIONS SHALL COMPANY WITH ANSI Z97.1 2. LOUVERED WINDOWS AND JALOUSIES SHALL COMPANY WITH SECTION R308.2 R308.4 HAZARDOUS LOCATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING: 1. GLAZING IN SWINGING DOORS EXCEPT JALOUSIES, 2. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BIFOLD CLOSET DOOR ASSEMBLIES. 3. GLAZING IN STORM DOORS. 4. GLAZING IN ALL UNFRAMED SWINGING DOORS 5. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS. GLAZING IN ANY PART OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524MM) MEASURED VERTICALLY M R D V ALLY ABOVE ANY STANDING OR WALKING SURFACE. C 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATER'S EDGE. THIS SHALL APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. 10. GLAZING ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES (914 MM) HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. 11. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES (1524 MM) ABOVE THE NOSE OF THE TREAD. EXCEPTION: THE FOLLOWING PRODUCTS, MATERIALS AND USES ARE EXEMPT FROM THE ABOVE HAZARDOUS LOCATIONS: 1. OPENINGS IN DOORS THROUGH WHICH A 3-INCH(76 MM) SPHERE IS UNABLE TO PASS. 2. DECORATIVE GLASS IN ITEMS 1, 6 OR 7. 3. GLAZING IN SECTION R308.4, ITEM 6, WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 4. GLAZING IN SECTION R 308.4, ITEM 6, IN WALLS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION OR WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3 FEET (914 MM) OR LESS IN DEPTH. GLAZING IN THESE APPLICATIONS SHALL COMPANY WITH SECTION R308.4, ITEM 7. 5. GLAZING IN SECTION R308.4, ITEMS 7 AND 10, WHEN A PROTECTIVE BAR IS INSTALLED ON THESE ACCESSIBLE SIDE(S) OF THE GLAZING 36 INCHES ± 2 INCHES (914 ± MM 51 MM) ABOVE THE FLOOR. THE BAR SHALL BE CAPABLE OF WITHSTANDING A HORIZONTAL LOAD OF 50 POUNDS PER LINEAR FOOT KG/M) WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1 Y2 INCHES (38 MM) IN HEIGHT. 6. OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS IN SECTION R308.4, ITEM 7, WHEN THE BOTTOM EDGE OF THE GLASS IS 25 FEET (7620 MM) OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES, OR OTHER HORIZONTAL [WITHIN 45 DEGREES (0.79 RAD) OF HORIZONTAL] SURFACE ADJACENT TO THE GLASS EXTERIOR. 7. LOUVERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1. 1. CONSTRUCTION: 1. 1.1. ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1. 2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.1.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.1.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1. 1. 5. FLORIDA RESIDENTIAL CODE (FRC), FLORIDA BUILDING CODE (FBC) 5th ad. (2014) 1.1.6. "MANUAL OF STEEL CONSTRUCTION, ALLOWABLE STRESS DESIGN", BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, (AISC) 13TH EDITION. 1. 1.7. "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE TRUSS PLATE INSTITUTE TRI1-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th 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 DRAWING ARE TO BE SIGNED AND SEALED Y S S L B A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGSDCALCULATIONS, AN REACTIONS AND BEARING POINTS, BRACING REQUIREMENTS, AND CONNECTIONS TO SUPPORTING TRUSS MEMBERS. 2. DESIGN LOADS 2.1. DEAD LOADS: 2. 1. 1. UNIT WEIGHT OF SOIL, COMPACTED: 120 PCF 2.1.2. UNIT WEIGHT OF REINFORCED CONCRETE: 150 PCF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK: 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM 20 PSF BOTTOM CHORD (ATTIC W/0 LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ed. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2. 6. 1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND L/240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3.1. LOAD FACTOR DESIGN: 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 J 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 (3l8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE 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, fib =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 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD I USED FOR INTERIOR APPLICATIONS SUCH AS SUBFLOORING AND 0 G SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4,4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURER IS TO SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4. 5. 1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131", 10d = 0.148", 12d = 0.148", 16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'J' BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" BOLTS ARE NOTED ON PLANS. 4.5.8. CONCRETE EMBEDDED TIE DOWNS USED FOR TRUSS AND WALL UPLIFT ARE TO BE PLACED AROUND EMBEDDED REINFORCING PRIOR TO OR WHILE PLACING GROUT. 4.6. MICRO -LAM LUMBER: 4.6.1. MICRO -LAM STRESS GRADES SHALL PROVIDE THE FOLLOWING MINIMUM PROPERTIES: E = 2,000,000 PSI Fb = 2,950 PSI Ft = 1,850PSI Fc = 500 PSI (PERPENDICULAR) Fc = 2,700 (PARALLEL) 4.7. STEEL: Fv= 285PSI 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 3116", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN, 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method, OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent sign which identifies the termite treatment provider and need for re -inspection a, treatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems including all risers and spray heads shall not be installed within V-0" of the building side wall. 4. FRC R318.7- To provide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9. FRC R318.1.5nrete over�our �nd mortar along the foundation perimeter must be remov ore exte or srn 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 = II 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. + 29.7 PSF / -32.2 PSF (INTERIOR) U.N.O. CONSTRUCTION GARAGE DOORS (V =140 MPH) TYPE: 5B SINGLE 90 +26.3 PSF / -29.8 PSF DOUBLE 160 +25.2 PSF / -28.1 PSF NOTE: THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES. NOTE: IT IS THE 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%" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8' DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". 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. ULO Z co 0 9 -0 z to z� Q J tn cn w � p U - w OE~ � c� o C!i ~ U 0 mr- 0)M W ' F- E 8 C Ri C*, O O co'- U m ��� i::- Y 0. O ,1 d o°, Q o A , B Ds N C B D C .�- Ali' .'� ��� co rr q� .�0' C, S Yl!Z. C, .�"� �. U_ � _ rr O i LL V w ®Cno � ° ` ate$ p.t °N a� °y Cj I~ i..' irE 2 m Z�•�......••' LLW 1 �'tPJJ11I{4tt� � � 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 N n 0 •N � M O M j tV Lr) O Q LL M Q 00 Z E Z WJ 0 d- oZ zLu �a Moo `�zo: o? 0 LL 8 L V T w z 8i F- zv, > 3 a M Z U = w <�P o J Y%fV� Cc X86 F- � �ai� Wo Q Ic I-�uj �o $ Z Z �^-I Ln a f s ao�Z J ri W Q w � Q Z quZU Yea a W~~ z M Ln Z L �0 m rn ^ g = �uj uj ,-1 a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. SN L CORNER OF HOME GARAGE SIDE ROOF DIAPHRAGM NAILING SCHEDULE RIDGE LINE+ + ._011 (TYP.) + + w 15/32" CDX PLYWOOD OR 7/16" OSB RIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult) 3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE + + 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 6'-0" + 6'-0" + + + + +++ +++ + + + + +++ +++ + + + + + + + + + + + + + + + + + + + + + + + ++ +++ ++++++++ + Backer and Filler Block Dimensions BCI®Joist Backer Block Thickness Filler Block Thickness Series 3/4" or 7/8" 5000s 1.8/1.7 wood panels Two 3/4" wood panels or 2 x _ 1-1/8" or two 1/2" 6000s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 6500s 1.8/1.7 wood panels 2 x _ + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 60 2.0 wood panels 2 x _ + 5/8" or 3/4" wood panel 902.0 2x _ lumber Double 2 x _ lumber FILL CELLS ,— STD. 900 HOOK BOND BEAM USP w MUGT15 TYP. GIRDER TRUSS STD. 90' CONT. #5 � CONT. #5 HOOK BAR 2X TOP PLATE BAR OOC #5 CONT. 5/8"ll THRU BOLT FROMFOUNDATION ]�� C TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. )Small gap ?" min. 2" max. � 4 max. 4 Clinch nails when possible 1) Support back of web during nailing to prevent damage to web -flange connection. 2) Block solid between joists for full length of span. Tight fit - 3) Leave 1/8" gap between top of filler blocking and bottom of top flange. 4) Place joists together and nail from each side with 2 rows of 10d nails 2x4/Plywood/OSB web stiffener 2" min. required when indicated or 4" max. 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Y" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouthcuts. N.T.S. - Under 2nd floor column w/ loads N.T.S. SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 plf max along load bearing wall. Load bearing wall must stack *Non -stacking walls over squash--20 blocks and require additional wall or beam below.* consideration. Check local building code for appropriate 1/16 details in One 10d box areas=20 of high or-20 sinker lateral load. nail each side 11 10 -0 at bearing. TANK -LESS W/H H C G O O O 5'-0" N STUB -OUT FOR 1'-O" o o GAS METER O 0 • 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-Y (2)16d TOENAILS 2" X 6" @ 16" O.C. 101-8" (2)16d TOENAILS 2" X 8" @ 16" O.C. 13'-9" (3)16d TOENAILS 2" X 10" @ 16" O.C. 16'-5" (1) USP HTW20 OR (3)16d TOENAILS 2" X 12" @ 16" O.C. 19'-3" (1) USP HTW20 OR (4)16d TOENAILS 2" X 4" @ 24" O.C. 6'-1" (2)16d TOENAILS 2" X 6" @ 24" O.C. F-6" (2)16d TOENAILS 2" X 8" @ 24" O.C. 11'-0" (2)16d TOENAILS 2" X 10" @ 24" O.C. 13'-0" (3)16d TOENAILS 2" X 12" @ 24" O.C. 15'-4" (1) USP HTW20 OR (3)16d TOENAILS * TOENAIL CONNECTIONS DESIGNED FOR SHEAR ONLY (i.e. RAFTER TO RIDGEBEAM). ** SOUTHERN YELLOW PINE, 55 PSF LOADING Squash block / (2x4 minimum) �/ Bearing wall, Versa -Lam LVL or Glulam Beam NO HOLES (EXCEPT KNOCKOUTS) ALLOWED IN BEARING ZONES DO NOT cut, notch or drill flanges DOUBLE JOIST CONSTRUCTION (Not required if both loaded equally from above) r Filler blocking 1/8" gap / t / Boise Joist Blocking I Isa 3" /1 nril nails at B" n r j, �/ Provide adequate bearing J for each lapped joist. 10dnails SECTION @ INT. BRIG. WALL N.T.S. MINIMUM SPACING = 2x GREATEST D DIMENSION OF LARGEST HOLE (see table below) (KNOCKOUT EXEMPTS) D (see table below) Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d - BCI 6000s® BCI6500s® 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60sP 11-7/8" 2-8d 348d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d higher than 15001b. BLOCKING PANEL, INTERIOR Vertical load transfer =1900 plf max. along bearing wall Required on interior walls : for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* 4__ 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 3" max JOISTS OFFSET N.T.S. Use 10dx3" nails at 6"o.c. for all joist blocking panel *Non -stacking walls require additional consideration. — 6,A 1Y" ROUND HOLE MAY 6„ 6�� DO NOT CUT HOLES BE CUT ANYWHERE IN CANTILEVER LARGER THAN 1Y" THE WEB. PROVIDE AT ROUND IN LEAST 3" OF CLEARANCE CANTILEVERS. FROM OTHER HOLES MINIMUM DISTANCE FROM SUPPORT, LISTED BELOW, IS REQUIRED FOR ALL HOLED GREATER THAN 1Y" 8 V-0" 1'-1" 1'-2" V-2" 1'-3" V-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2"77r!2- Any 16" joist 12 V-0" 1'-1" 1'-2" 1'-2" 1'-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" S pan (ft) 16 V-0" 1'-1" 1'-2" 1'--2" V-7" 2'-0" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 20 V-0" 1'-1" 1'-2" V-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" W-11" 7'-11" 8'-11" 1'-1" 1'-2" 1'�" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'4" 9'-6" 10'-9" 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. 1Y2' 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. 2 X B.U.0 USP ' MUGT15 TYP. TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION MIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS TYPICAL HTA 20-18 / HTA 20 INSTALLATION A/C CHASE 4" PVC SLEEVE THRU STEM WALL Backer block (12" wide min.) — Nail with 10-10d nails. �fT Install tight to top flange. SLEEVE THRU STEM ' SEE PLAN FOR--'°• a . • .; . FOUNDATION INFO ' ' e STEM FOUNDATION GRADE REINF. SEE PLAN \ Filler block. Nail with 10-10d nails. e 1 Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4"-2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 7. 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. A t A/C CHASE 4" PVC (2) #5 REBAR SLEEVE THRU FOOTING MONO FOUNDATION TYP. FND. PENETRATIONS SCALE: N.T.S. HTA 20-18 / HTA 20 INSTALLATION @ MID SPAN LOCATION OF NOTE: SECOND RT16 UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d A 1/2" NAILS UPLIFT =1030# \V" TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PLUMBING LINE PVC OR SCH40 SLEEVE 12" BELOW PIPE VERTICAL THRU FND. GRADE TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION rPVC OR SCH40 SLEEVE f-- PLUMBING LINE .4 e. Z I \' • a • io e 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 7 C .e • . a °a. a eo L' a. a 4 .a a e e e I 1T1-� SEE FND. PLN. SIZE & REINF. U'Is IDZ — o Z `O Z Q J Z Cz N CD � 4-J w p U — O E L = O o0 m i. C)WM w E — 8 C m M 0`:d VCQ Oo, =coCOL a) wLL00W iz C Y < Im LOrn Cl o A ' OD. N C B D C W CD .o�•'o a� VT E >\ o it—t111111111 0),.,. OFuku or /lam ,F C 1 V�f��SSlOOr liiiltt t ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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 fV 0CUN H M O M QV"roIn inz •L la. 2: (n Q 0)a LL IU a 00 Z fu J W � d- oz a! o �a Lu Ix �ZOU z� �Q!�zJ O Lu � Cif U�lto ? 8 �3 o a � � d. = U8r W . ~ 6�$y Uo m1 0 11: N WLL4o=1 c�dzd Z d J r-'t LU Q lJJ Q Z Way 0 M Z 90 m � ^ G( J = aW SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. SN 1 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 31/4" TAPCONS @ 24" O/C & _ci @ 6" MAX FROM END OF 2 x PLATE (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 cn PITCH >4:12 0 ° (2) LAYERS TYPE I OR TYPE II Y° (#15 OR #30) UNDERLAYMENT — I 10,NO FOR ROOF PITCH 4:12 OR LESFOR UNDERLAYMENT REQUIREMENTS SEE R905. PRE ENGINEERED WOOD °TRUSS @ 24" O.C. U.N.O.12 HURRICANE ANCHOR @ EACH (TYP.) VARIES TRUSS (SEE UPLIFT SCHED.) W/ 8" METAL PL. UNDER EA. TRUSS MOISTURE BARRIER TYPICAL INTERIOR BEARING INSULArlON LE SHINGLE ROOF 7/16" O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SN1 SCALE:3/4"=1'-0" S3 ELEV. VARIES FOR ADDITIONAL SLAB — INFORMATION. 5/8" OR 1/2" HIGH ALUMINUM DRIP STRENGTH CEILING EDGE BOARD PER CODE OR 5/8" 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 e „ „ GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X„ @ ABOVE) EE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW / 8"x8"x16"NOMINAL BLOCK WITH TOP PLATE S.P.F. DOUBLE TOP PLATE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 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 @ INSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK SP 013T22 CONNECTOR 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. > V-6". INSULATION PER CHART ON FLOOR PLAN 5/8"x 10" "J" BOLT 24" O.C. W/ Or'SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ Z"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) (ALT: 1/2"xl2" TITEN HD @ 24" 2x P.T. BOTTOM PLATE (ALT: 1/2"x12" TITEN HD @ 24" 2x P.T. BOTTOM PLATE ELEV. 0'-0"OIL O.C. OR 5/8"x10' WEDGE ANCHOR O.C. OR 5/8"x10' WEDGE ANCHOR A.F.F. @24"O.C.) 2" x6W1.4xW1.4 @24"O.C.) 211 6x6W1.4xW1.4 WWF OR FIBERMESH WWF OR FIBERMESH 31/2" MIN. 31/2" MIN. a ° ° ° ° 4 ° ELEV. 4-3 1/2" z ° ° ° 2x4 CONT. ° ° ° ° A.F.F. O ° „ ° _ ° ° 4 °' ° ' I I 1/2 (min.)- 4 ° ' r 1/2"(min.)- 4" ° GARAGE DEPTH VARIES ° ° d ° 31/2"(min. - 4" ° d ° ° , - (2) #5 CONT. 4„ V-411 8" GARAGE SLAB AT STEP rB TYPICAL BEARING WALL @ STEP (u) SHEARWALL SCALE: 3/4"=V-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" os�G�RE GYP. TYPE "X" @GARAGE ALUMINUM FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING PCs. W/A HABITABLE ROOM 12" N.O. 2x SUB FASCIA NAILED W/ 8d COMMON NAILS @ 4" O/C 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. ABOVE) W/DRYWALL EE SOFFIT ���s SHEAR WALL REQUIRES 2x BLOCKING @SEAMS. MAN o� SCREWS @ 7" O.C. SHEET LOAD BEARING OR 2x STUD (1) ROW 2x BLOCKING @MID HGT. CEILING & 8" O.C. WALLS (2) ROWS OF 2x BLOCKING @ 8"x8"X16" KNOCK -OUT EXTERIOR WALL 8" C.M.U. 2x STUDS @ 16" 0/C FOR WALL HGT. < 8'-6". (2) INSULATION PER 1"x P.T. STUD THIRD POINTS SEE SECTION C/S3 FOR ULATION PER CHART ON FLOOR PLAN ROWS 2x BLOCKING @ 3rd PTS BLOCK W/ 1#5 CONT. 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION FOR WALL HGT. > 8'-6". CHART ON FLOOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 1/2" GYP. WB (MIN.) @ GARAGE PLAN SEE CC/S3 OR N LAYERS W/ TOTAL THICKNESS 7/8" OVER 1x2 P.T. HORIZONTAL G/S3 FOR ANCHOR 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 HOOK DETAIL USP SPT22 CONNECTOR SIDE IF APPLICABLE. 8" C.M.U. TYPICAL 5/8"x6" "J" BOLTS BOLT PLATE WASHER TYPICAL 5/8— EXPANSION BOLT @24 " O.C. NAILER BOLT INFO. 24" O.C. VERT. OR 3RD LAYER 1/8"THICK. K.O. BLOCK (IF NO UP LIFT ON �° 2x P.T. PLATE STD. 90-HOOK (SEE DETAIL) 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD W/ 7"EMBEDMENT (MIN. SHEAR TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ 3500#, MIN. TENSION 2600# (6) 1/4"x3 1/4" TAPCONS 2X P.T. PLATE 20" MIN. LAP 24" MIN. LAP SPACE ANCHOR ) E 6x6W1.4xW1.4WWFOR [ ] *USP SPT22 TYP. SPACED EVENLY #5 REINFORCING BOLTS 6" MAX FROM 6 x 6 W1.4 x W1.4 = FIBERMESH WEEP SCREED INSTALLED BAR END OF 2" x PLATE WWF OR FIBERMESH r d r 2x P.T. PLATE w , ARCHITECTURAL C� PER MANUF. FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR LU LU 1x2 PT WD FURRING @ 24" O.C. ' ' GRADE , i .e ' o ° • z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi a im, (1) #5 VERT. IN FILL MONO OR STEMWALL M FINISH GRADE °O 2 25" MIN. LAP [30" MIN. LAP] [GRADE 60 MIN. Fy= 60ksi] a1/2" GYPSUM WALLBOARCELLS(SEE FOOTING MONO SHOWN o ° _ w U.N.O. o _ _ _ °O 6 MIL VAPOR BARRIER R ° ° —op #5 REINFORCING BAR R 1 7/8 `� FOUNDATION PLAN FOR CLARITY ° °. — r FOR LOCATIONS) p I=III=1 = I=III= =1 I 1 �„ z - 1x4 P.T. BASE NAILER ° I I _EI I I=I I M I =1 I I= 11= z ° g (2) #5 CONT.__ 4"x4" INSPECTION o° I=1 I I=I I I=I I I=I I I=1 I =I 11 2 #5 LAP SPLICE PORT AT EACH NOTE: ° D • e ON 3" CHAIRS 31/4" BASEBOARD *FOR BEARING WALL g III=III=III—III—III=I II r COMP. SOIL. (COMPACTED TO 36" MIN. LAP [36" MIN. LAP] TYP) 8° r-4° 8° FILLED CELL TYPICAL =III=III=III=III= W/ UPLIFT ONLY _ _ _ _ _ _ _ _ _ _ _ _ _ 95% MODIFIED PROCTOR ASTM — 10" MIN. 2500 PSI CONC. SLAB _ _ _ _ _ _ _ —_ 1-07M-0iffli — AT GARAGE CONTRACTOR III=III=I 1=III=III=III=III=III=1 I I=1 1=III=III=III=III=1 I II 1 D1557) I I I I #6 REINFORCING BAR #5 STD. 90 HOOK MIN PSI MAY VARY PER cn =III -III —I =III=1 I= I= I=III=III—III=III=1 11= 1=III—4" 1'-4" MUNICIPALITY. TO CUT BLOCK OR POUR "- I-III-III_-III=III=1=I I1=III=III-I i-1=1 i'- #6 LAP SPLICE TYPICAL INTERIOR BEARING CURB DUE TO SLOPE ' —"'—' � �—� � �—"'—"'-- CONCRETE SLAB W/6X6 n- NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING E REBAR DETAILS rF WALL W/ UPLIFT G W1.4XW1.4 WWF OR - DECO FINISH 4" to 6" _FIBERMESH BELOW GRADE SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" S3 SCALE: N.T.S. S3 SCALE: 3/4"=V-0" S3 SLAB INFORMATION. SLAB INFORMATION. Ih; 10. IIF=1L SCALE:3/4"=V-0" \ S3 E� 6 x 6 W1.4 x W1.4 ° OP 31/2" WWF OR FIBERMESH 6 MIL VAPOR > z min.) 4" BARRIER ,I C 1 Aoit. A v GRADE COMP. SOIL. ° — — — (COMPACTED TO 95% M M (1) #EI MODIFIED PROCTOR — —`— ENCLOSURE ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. 4' ON 3" CHAIRS TYP. 4" 1'-4" STD. 90 HOOK (SEE MIN. U.N.O. DETAIL) TYPICAL WALL SECTION rA TYPICAL THICKENED SLAB EDGE rL SCALE: 3/4" = V-0" SCALE: 3/471'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS 14' O.H.D. RECESS � z � • ' _ �' TTT - 4" I SEE A/83 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE V " (1 STOR) ) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' 8" (2 STOR ) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. BLOCK WALL BEYOND EXPANSION JOINT 13" O.H.D. RECESS s , N M M !.• A. ti .:• .. 4„ SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 ST RY) V-8" (2 ST RY) GARAGE DOOR SLAB RECESS J SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. P.T. 2x 1/2" GYP. BD. „ HOLD GYP. BD. 1/2" FROM SLAB 0� • J CONT. BEAD SEALM INTERIOR CONCRETE NAILS W 1 1/2 EMBEDMENT @ 12" O.C. STAGGERED, FROM BOTTOM PLATE TO CONCRETE (MIN. SHEAR 180# MIN. TENSION 120#) CONCRETE SLAB <4 A 0 E_ M 6 MIL VAPOR -=1 I = i' BARRIER ARIE 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 co AT 24" O.C. MAX. SEE PLAN FOR CONNECTION INFO ° TOP OF BEAM &LAYOUT DESIGN .. SEE ROOF PLAN � ° �: ° ° < ° FOR STRUCTURAL _ 41 BEAM SIZE & N TU a zz4 P.T. CONNECTION INFO c i _ ° 8 , PLATE .•, 7/16" I I o.s.s. I 2x4 #2 SYP P.T. FRAMING w/ MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 — 81' COLUMN LOCATION Z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE j SEE TYP. WALL SECTION FOR ADDITIONAL > _j SLAB INFORMATION. W N SLAB STEP & RECESS S.G.D. rM SEE FLOOR PLAN FOR SCALE: 3/4"=1'-0" S3 STRUCTURAL COLUMN SIZE 2X STUDS @ 24" O.C. U.N.O. & BASE CONNECTION INFO, SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND GARAGE w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING 1/2" GYPSUM WALLBOARD U.N.O. O.C. 8" MASONRY WALL W/ DRYWALL SCREWS @ 8"O.C. EXTEND FILL CELLS TRIM PER PLAN TO FOUNDATION PAD zt INSULATION PER CHART CONT. FOOTING STEEL N MAT REINFORCING. c ON FLOOR PLAN CONT. BEAD SEALANT SQUARE CMU BLOCK BASE, ° ° M SIZE VARIES PER PLAN O0 = I 1 = _ a = 6x6W1.4xW1 Cn w/ MIN. (2) #5 VERTICALS Tiff, 1 II. I II I Il t �• ° r WWF OR FIBERMESH Cn FILLED SOLID w - 1 =1 Lu = 1= Q BRICK PAVERS or SLAB PER O w p o = -III= • • <• z -- a= 0'-0"FIN. FLR. COMMUNITY SPECS " 11=1 ° =1 11=1 I=1 1=1 I I —_-- " ¢ =1 I MI I-= J =1 — - III I I— II II—�I I-11 —III I I, I 1=I11=I1 I_FOOTING � I I—IIIII I=l1 I I=1 1 11- II;I.III II� 'TI II —I II-1 II=' BEYOND PAD REINFORCEMENT iII . CLEARANCE �•.,. --- SEE SCHEDULE WALL SLAB STEP NON-BRG. TAPERED COLUMN FRAMING D1 PATIO COLUMN FTG. DETAIL N SCALE: 3/4"=V-0" 1 R-F, SME: 3/4— V-0" SCALE: N.T.S. U LO Z M 0 — o Z Z Q J CL Z Cz cn 4-1 w p w O C o o0 �Vi U dM wE — B cmCl) f`6 p CM O o0 U LyY r�T 0Yj:�, 05 O Q rn $G 1, 0 A' B D® N•C a•N C g � � OWN o q y r� 0 6 I � Z ! II• LL W t Z � r,j�t�l6ti` �� ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O O Z cV 0c� �tnMO M aUl)'gypLn IZ Vf • i En Q W — In rL M < V � Q Z M J � W d' �Z w� za 15 '/^ U) J va0� $a�U Q z z " x w LJU 0 0. � Ix J j o � E M _x K7J 0 '0 C 0 U 2 a' Q C) Z o J ri 0 N ZLn Jr-1 W CWC G u z Z V SSS Q co Z~ m Z Z o ^ g � SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S3 (MONO) 12 �Np) SEE ELEV. (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 HEADER FLUSH TO OUTSIDE OPTION 2x BLOCKING @ EACH END W/ 10d @ 4" O.C. FROM EACH HEADER FACE TO BLOCKING (2) 2x HEADER PER PLAN VARIES 2x BOTTOM PLATE W/ (1)10d @ 8" O.C. TO EACH HEADER FACE 2 x 6 (MIN.) FRAME WALL HEADER DETAIL 1 SCALE: N.T.S. S4 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) KNOCK -OUT BLOCK W/ (1) #5 DOUBLE 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/ USP SPT24 @ EA. STUD (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER .' STUD W/ (3)10d NAILS CRICKET AS REQUIRED SINGLE 2x CONT. BASE PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX L1, W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. AND FILLED SOLID W/GROUT 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 90A HOOK IN K.O. BLOCK KNEE WALL ABOVE MASONRY WALL DETAIL MOUNTING BASE NOT SHOWN FOR CLARITY SEE DETAIL K/S4 SEAT FOR BLOCK IS POURED, IN PLACE CONCRETE GARAGE FLOOR SLAB TROWEL FINISH SEE GENERAL NOTES SLOPE FORWARD FOR DRAINAGE BLOCKING (TYP.) \--ROOF TRUSS PLIFT CONNECTOR (SEE SCHEDULE) OISTURE 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 TO DRAIN WALL CLEAN -OUT q SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER, TYPICAL SECTION THRU WINDOW NOTCH LINTEL WHERE REQUIRED 7 FOR CONCRETE PLACEMENT / � � • • � � .-'•-•�• ��IIII IIII� �IIII IIII� �'■_III I���I'■ �IIII IIII� ■_ !■Iil III■_ �■ IIII� NOTES: 1Q 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 1/2"X91/2"PLYWOOD CREATE A SOLID BASE FOR BLOCK WALL ABOVE. SCRAP MATERIAL MOUNTING BASE SHOWN IN POSITION -2x6 MOUNTING BASE G S4 W T 0 FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) GARAGE ENTRY FORM DETAIL �8x8x16 C.M.U. GARAGE DOOR GARAGE DOOR ROLLER _ CONNECTION ASSEMBLY GARAGE FLOOR f TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. -TRACK MOUNTING BRACKET GARAGE DOOR TRACK SCALE: N.T.S. a o 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" INTERIOR WALL GL EXTERIOR WALL SOLID AREAS ARE STEEL AND GROUT FULL 8x8xl6 BLOCK DOOR OPENING --Ct 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOORJAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. SL� VERTICAL JAM 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 LB'LOCKINGW/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END a d a WALL ° ° DOOR STOP LU W a a MOLDING z a 2x TOP PLATE T GARAGE 2-16d NAILS @ 24" O.C. OR DOOR EQUAL TO TRUSS BOTTOM CHORD OR BLOCKING 2 x 6 P.T. 2x STUD @ 24" '' O.C. MAX. 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 SF p�NpO� �N 2x CRIPPLES @ 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1Y"@24" O.C. 10d NAILS @ 8"- 0/C TYP. DOUBLE 2x—� CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS I STUDS JACKS STUDS SIZE EA END EA END EA END EA END 1'-4' (1) (2) (1) (2) (1) USP LSTA30 4'- 9' (2) (3) (2) (2) (1) USP LSTA30 9' -16' (3) (4) (2) (4) (2) USP LSTA30 FLAT STRAPS PER CHART ABOVE TO BE BENT OVER TOP PLATE ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING WALLS NOTED WITHOUT UPLIFT SEE FLOOR PLAN NOTES FOR REQUIRED CONNECTION 2-ROWS 12d NAILS STAGGERED @ 12" O/C EACH FACE OR 3-ROWS 12d NAILS STAGGERED @ 12" O/C FOR 2"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 lio '-2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/: ** HOLD DOWN CONNECTIONS NOT REQUIRED @ BEARING FN�iyG, 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. O TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL d °a o P.T. ATE USP SPT SEE TYPICAL WALL SECTION 12 PRE-ENGINEERED WOOD TRUSSES @ 24" O/C (TYP-) SEE ELEV. UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. l—CRICKET AS REQUIRED USP SPT24 @ EA. STUD 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" BLOCKING O/C FIELD 2X4 PT STUDS @ 16" O.C. (2) 2X4 PT STUDS UNDER HIP CARRIER/GIRDER TRUSS USP HTA20 @ EA. STUD MAIN SPAN MOISTURE BARRIER ROOF TRUSS UPLIFT CONNECTOR 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. (SEE SCHEDULE) AND FILLED W/ GROUT 1 #5 VERT. IN CONC. FILLED CELL--- W/ STD. 90' HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MOi 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 • 4,9. SPLICE STAGGERED • � MAN. ATTACH ALL J EXTERIOR STUDS W/ 4I 16d TOENAILS TO'T6PPLATE NOTE: BOTTOM SPLIC PLATE LENGTHS MUST BE AT LEAST 4'-0" LONG. TYPICAL OVER STUD TOP PLATE SPLICE DETAIL M SCALE: N.T.S. S4 F= 2240 LBS USP USP SPT4 SPT24 Q SP SPT4 2X TOP PLATE �\ OVERLAPPING a TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL USP SPT24 NAILED INTO TRANSOM FRAMING USP_ SPT22 /ASP / SPT4 dl 16 NAILED INTO TRANSOM FRAMING USP SPT22 SPT4 I I USP SPT4 �-10d NAILS @ 6" STAGGERED is J-BOLTS @ 24" O.C. MAX -2X P.T. PLATE ROOF TRUSS ABOVE F 2X BLOCKING a I I 2X8 P.T. BOTTOM P TE G' 5/8"x10" "J" BOLT @ 24" O.C. MAX. C (MIN. (2) PER BOTTOM PLATE) (2) 16d TOE NAILS EA. BLOCKING 2X8 WALL ABOVE ENTRY K.O. BLOCK W/(1) #5 CONT. & FILLED 5/8"X10" J-BOLTS @ 2'-0" O.C. MASONRY WALL SPT4 C �10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED 0 o TRANSOM FRAMING BEYOND. LPLYWOOD o E SHEATHING PLYWOOD FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES 0 L te & 8" O/C FIELD SPT4 2X8 P.T. BOTTOM PLATE UU 5/8"xl0" "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 Z M ID C9 �_ - o Z�Z Q J co z Cz (3) N 4--J w AIM p 0 w ~ Of 0 = i- w o Cl) m n U w U — W pp N fN C to M l`4 p N O O-O g Vayi L U_ M nano Y Q rn LO O IT i<6 A B 1 D• "CBD° *vm.��CD``` I•g rz rniI z ; r � V fi QC L :0 r y IF 17�1•f/r/��il`1i•i ❑ ❑ 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. CD Z N 0�N U.) M O M Q V) -gyp � FQ CLL� — CL ^ qV C'"' 0 000 Q C Z �� W �Z � Zw a �a uj W U 0 Lu �UZ� "�w dqC g2- oi2Y §L, IL f r G iR T zz M U) 3.a X -a "a 1 o O = flu _ a1..: U) Q uj 9` > Igg J � W U � a i Q uj uj Q :tl Q ~ � ,u �%2 Z w ,--1 Ln li.l 25 0 W Q Q Z z U j5a �z N M *k m ^ Z LU Z �z o � g V SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S4 SP HGAM10 W/ (4 4"xl-3/4" WEDGE OLTS & (4) SDS 1/ 1 1/2" SCREWS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL TOP CHORD BLOCKING FOR FIRST FOUR ROWS OF TRUSSES @ EDGES OF 2x4 CROaB SHEATHING APPROX. 8" FROM TYPICAL @ RIDGE FASTENED AT 48" O.C. EACH JOINT W/ (3) 10d MAX. & (2)10d TOE NAILS @ EA. END @ 48" O.C. TOENAIL W/ (2)16d NAILSZ SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS 2"x4" OUTLOOKER NAILING SCHEDULE FOR @ 24" O.C. SHEATHING DETAIL USP RT16 OR EQUAL @ EA. OUTLOOKER 2"x4" OUTLOOKER 45° t 24" MAX. TOP CORD BLOCKINGAK45°t 2X4 CONTL" BRACE USP RT16 OR FOR FIRST FOUR FASTENED EQUAL @ EA. ROWS OF TRUSSES @ . MID 0/C. CMID OUTLOOKER EDGES OF HEIGHT HEIGHT H "L" BRACE TO EXTEND SHEATHING TYP. 2x8 SYP#2 "L" BRACE TO EXTEND @ LEAST 90% OF AT LEAST 90% OF WEB 2x4 CROSS BRACE WEB LENGTH & NOTCH @ LENGTH (SEE TABLE) APPROX. 8" FROM BOTTOM CHORD (SEE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) SILL 1/2"CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d 7/16" OSB SHEATHING & (2)10d TOE NAILS @ FROM LEDGER TP ATTACHED W/ 10d EA. END BLOCKING NAILS @ 6" O.C. EDGES RD GABLE TRUSS AND 12"O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2"CDX PLYWOOD OR 10dX3" @ 3" O/C THROUGH CHORD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM CORD ATTACHED W/ (2)16-d TOENAILS 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS AWN imm INTO 74" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4'T' ON TOP OF PANEL BLOCKING, 71 USP HTA2 EA TRUSS WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2"X6" P.T. SILL NOTCH "L" BRACE HERE @ 48" O.C. MOISTURE BARRIER 5/8" x 10" "J" BOLT @ 48" O.C. WEEP SCREED 5/8 " x 10 n �, n �� J BOLT @ 32 O.C. MINIMUM 6 FROM USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. PLATE SPLICES W/ 3/16"x2" PLATE WASHER ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 0 @ O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS VERT. WEB (24" 0/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" NOTE: IF EMBEDDED TAPCONS. STRAP MISSED VERTICAL SECTION 1 SECTION 2 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. $5 REFER TO DETAIL J f SEE STRUCTURAL— ON SHEET S5 FOR X-BRACING, AND TOP CO NOTES AND NAILING CHORD BLOCKING N ;0;o SCHEDULE FOR INFORMATION SHEATHING DETAIL 1 12 2"x4" CROSS BRACE WOOD TRUSSES 00 00 APPROX. 8" FROM RIDGE FASTENED AT 2x4 RAT RUN BRACING EACH JOINT W/ (2) AT 24" O.C. ON TOP OF 10d & (2)10d TOE BOTT. CHORD FOR 4 TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - l6d 2x4 PANEL BLOCKING AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF @ 48" O/C FOR THE FIRST ROWS OF 2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSEE S FROM EA. (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & 0/C W/ 2 -16d TOENAILS @ EA. END NOTES: BOTTOM ATTACHED 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL W/ (2)16-d TOENAILS MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CON N. @ 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) SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 11NIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) (2)16d PER JOINT �- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 12 6.9 MAX. 2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT TOENAIL- W/ (2)16d NAILS ALTERNATE NON -DROP GABLE END DETAIL 1 GABLE TRUSS 5s "L" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE AND LOCATION) S5 SCALE: N.T.S. I J1 •II J° "ll... ° JI- II ° `.1I .° L., II .II• J CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SEE STRUCTURAL NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2x4 OUTLOOKER @ 24" O.C. (OPTIONAL - SEE ELEVATIONS) SEE STRUCTURAL — TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR OF TRUSSES @ EDGES SHEATHING DETAIL • OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE V 2x4 CROSS BRACE APPROX. APPROX. 8" FROM USP 8" FROM RIDGE FASTENED AT RIDGE FASTENED AT SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ (2) STUD 10d TOE NAILS @ EA. END 10d & (2)10d TOE 2X6 FRAMED WALL - SEE NAILS @ EA. END WALL SECTION FOR SPACING 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE OSB SHEATHING ATTACHED FIRST (4) ROWS OF W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD (2)16d NAILS END TYP. TOP & BOTTOM ATTACHED 2X4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS O.C. FOR THE FIRST (4) ROWS OF TRUSSES FROM EA. END 2x4 "T" ON TOP OF PANEL TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH W/ (2)16-d TOENAILS 10dx3" @ 4" O/C 2X4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) SECTION 3 SCALE: N.T.S. S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"O/C 16d NAILS @ 24 O/C TOP CORD WOOD TRUSSES BLOCKING FOR USP RT16 OR le FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" (2) 16d NAILS OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. E SAND 12" O.C. FIELD USP HGAM10 W/(4)-3/16"x1-3/4" JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 SEE PLAN FOR 1/2" SCREWS CONNECTION 2x4'7 ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C SECTION g SCALE: N.T.S. S5 `- MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION 2X4 BLOCKING W/ (2)12d TOENAILS BACKNAIL W/ (2) 16d NAILS L2x4OUTLOOKER 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" 0/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP. SEC.) USP SPT24 @ EACH STUD SECTION 4 SCALE: N.T.S. S5 2 x 4 BLOCKING W/(2)10d TOE NAILS @ EACH END @ 24" O/C (TYP) \-BRACING W/(3)10d x 3' @ \- • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. nrl NON - LOAD BEARING LOCATIO (UNEVEN CLG.) E SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 ADDITIONAL INFORMATION. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) "L" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 010" - 3'-0" T-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 1 V-0" MAX. 0Lt a O4- Y CORNER JACK Q W z cr 0 HIP FRAMING REFERENCE PLAN 0 z W (L_ 20'-0" MAX "X" BRACE SEE DIET. 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 1" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4'T' BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" O.C� TYPICAL GABLE TRUSS WEB J SINGLE "L" BRACING DETAIL s SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL (2) 2"x8" "L" BRACE J FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HI 91 SCALE: N.T.S. S5 0 -0MAX CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. �IIIs IIBI qM1 UA 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 C9 LO Z M — o Z Z Q Lk a Z Q) cn 4-J w 0 w 0 — = E :� o 0 U w 8 — W ~ dM C N LO C MM 000 _ U g U.00 0 �Y� 2 � Y Qrn O a rnQo A ' B D® N C B D C o ... — 0 v •d to o SE(hit ft.4%2 cj � 9* 11 ` ,IN j w C, ii •> _"' m z 04 �•9 N ca " F ..• E S S\ ¢� /�/lltt11my ❑ To the best of the Engineer's knowledge, information, and beliefI the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 11 O N Z O15 US M IN M L Q (U Ln CL �3-Q`"� Q O zM J C) Wko �Z za f� W Q '0 ��Wu w �Z oXW U SF�® L �- �\ V / ' /'1 z z V a p S Z r VJ Q Z � M w �3 � 1 C: O U = fo 0 Z qaw ' MP 2x: 8 Q Ir w " . 8 I .L_ z U4 -1 LU VI u- Z 1� %% � a" S J LU rl W Z LLJ L Zg Q o Zu Q M Ln Z =0 g = 0- U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. S5 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X I 1/2"DRYWALL DOOR JAMB (REFER 1 X 4 1/- DRYWALL INSTALLTION " � DOOR JAMB (REFER TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1ACCEPTABLE FOR CONN. DETAILS PROPER INSTALLATION MAX.MAx. 8 � DO NOT DO THIS � 2"x BOT. PLATE W/ (2) 10d @ 6" O.C. FOR CONN. DETAILS FOR CONN. DETAILS 1 X 4 1 X 4 ` #5 REBAR (TYP,) ' 3/4" PLYWOOD DECKING GLUED ATTACHED WALL SHEATHING TO 3-1/4" LONG X 3/16"0 FURRING 3/16" 0 X 3" LONG FURRING 3/16"O X 3-1/2" LONG TAPCONS FURRING #5 REBAR ` ' (TYP,) AND NAILED W/ 8d COMMON @ 6" 0. . EDGES AND 12" O.C. FIELD D. BOTTOM PLATE W/ 8d D 4" O.C., 2 ROWS STAGGERED TAPCON. INTO STAGGERED @ 16" TAPCONS STAGGERED 2X8 ` ' BLOCK@ SPACING 1 DETAIL O.C. 2-ROWS INTO 1X8 P.T. STAGGERED 16" O.C. 2-ROWS INTO 1X8 2x BAND JOIST w/ FACE NAIL PER MANUFACTURE MASONRY THROUGH C� MASONRY THROUGH 1-1/2" DETAIL 3 C� DETAIL D. 90 HOOK (TYP.) STD. 90^ 10d @ TOP & BTTM CHORD, AND (8) 1x4 P.T. & 1x8 P.T. 1x8 P.T. & 2x8 P.T. FILL SOLID BOTH CELLS HOOK (TYP.) FACE NAILS 1od @ TRUSS VERT. WEB 3/16" x 3 -1/2" METAL SEAT PLATE TAPCON @ 16" „ O.C. & 4 FROM O.C. 1X4 P.T.—3/16 x 3 -1/2 DOOR JAMB (REFER 1/2 DRYWALL 1 X 4OIL 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. DETAILS � BOTTOM OF BAND TO SHT. SDW2-K1 JOIST TYPICAL FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 — J FURRING 2X8 P.T. WITH 3/16"0 X 3" ' +2„ NOTC @FIRST COURSE - USP HGAM10 @ 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND LONG TAPCONS 2X8 P.T. X ` 2MTAq ..Q'D STAGGERED @ 16" O.C. ` JOIST & (4) 3/16"x1-3/4" WEDGE BLOCK 2x DETAIL 2 1/4" DETAIL 2-ROWS INTO MASONRY 3-1/4" DETAIL t5^ NOTCH WEB AT THE FIRST 2 COURSES ` BOLTS INTO K.O. BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC FILLED CELL PER _E FOUNDATION PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. SCALE: N.T.S. SS 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION UPLIFT CAPACITY = 945 #FOR 1 STRAP 1/4 W/ 1/4" x 31/4" TAPCON ( 1 " MIN. A-A = 1890 # FOR 2 STRAPS FILL 1st 4 COURSES EMBEDMENT INTO BLK.) 1/4" MAX Z:7 8" 1-PLY PRE-ENGINEERED TRUSS SOLID w/GRouT 1 X 4 FURRING SOLID BLKG. AT TOP BTWN. ARCH BLKG. & BUCK 1/4" x 31/4" TAPCONS USP RT16M W/ (8) NA11 NAILS & (6) T" x 2�' . BLOCK HEADER TAPCONS ° 1/2" DRYWALL * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) ' 10d NAILS x 1j" NAILS AND 8d NAILS AT 8" O.C. AT BUCK (4) J" X 1 J" WEDGE BOLTS [ (1) STRAP = 1225 # 2 x 8 45^ DIAGONAL (4) 10d NAILS INTO LEAVE A CUT OUT IN O.S.B. ON THE , (2) STRAPS 2450#]) .. BRACE(S) 2 x 8 BRACE/ BLKG. INSIDE TO ALLOW FOR INSULATION .a 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST FOR OVERHANGS BETWEEN OVER 1 BUILT UP PLWD. BUCK ARCH PANEL CUT HOLE IN O.S.B. FOR POLY -CELL IN THIS AREA 2 x 8 45 DIAGONAL BRACE AT EA. IN PLACE BEAM OR CONTACT ENGINEER I RECORD FOR FURTHER INSTRUCTIONS. ;" •• SCRIBE NOTCH ( ) FACE OF ARCH W/ (3)10d NAILS OVERHAN •y •:. •: BACKSIDE TO FIT ARCH (4) 10d NAILS INTO 2 x 8 AT EA. END RETROFIT TRUSS DETAIL , •... ° . CONNECT W/ 8d NAILS BRACE/BLKG. N.T.S. x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSBINSTALL WDW. SCREW ANCHO\_2 ARCH FACES W (4) 10d NAILS THRU OSB INTO 2 x 8 PROVIDE TAPCON WITHIN RETROFIT WALL OVERHANG DETAIL (NTS) INTO ARCH BLKG. PER 4" MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF INSTALLATION DETAILS A -A PROVIDE TAPCON PER WDW. INSTALLATION DETAILS OR THRU TRUSS AS SHOWN FOR O.H. UP TO 2'-6" FOR OVERHANGS BETWEEN 3/4" TO 1 1/2" —� 1-1/2" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH ' DOUBLE 2x4 SCAB FOR 2'-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4%" WOOD NOTE: FOR OVERHANGS LESS THAN 3/4" - NO REPAIR REO'D. . 4' MAXRAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY NAILS @ 8" O.C. xOV FRygN ARCH DETAIL i WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TR10dUSS TO TRUSS TOP CHORD SCALE: N.T.S. SS O.C. 12 + �F�OTy PLYWOOD SHEATHING 11_ Or� 51_ O rr JACK TRUSS PROVIDED BY SEE + + TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + + AlLfINISHFLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + ING A ' .• .... ' WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B-B ROOF SHEATHING ATTACHED + REQUKRED >, ° ' • . ' •: '•� „ EMBEDMENT INTO ) /4 MAX PER NAILING SCHEDULE ALL TO SUPPORT TRUSS .p ° .. • p: #5 BAR 2,-0" 8" + + SOFFIT y . ►• 1.0 : p D ° p ° CENTERED W/ BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + . H p IN TOP BLKG. & BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP • p b 1 X 4 FURRING EACH TRUSS _ p S. KNOCKOUT / iv ° CHAIR BLOCK 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d NAILS AT EA. ND PROVIDE (2) MIN. PROVIDE 2x CONT. W/ CONNECTOR ► MONO FOOTING .4. PROVIDE 2 x 8 DIAG. BRACE B (3) SIZE AND REINF. PER PLAN � VERT. BRACES WHEN HGT. OF TAPCON AT EA. SIDE 12d NAILS SEE LINTEL • AND SECTION DETAILS -I BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY—/ SCHED. LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 N FILL p p 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION () ARCH #2 SYP @ 24" O.C. ENTER SO IT DIRT a z TO BE INSTALLED 00, UP PLWD. BUCK - 4'-0" MAX SEE PLAN PRECAST LINTEL ° ° STANDARD CDBUILT SCRIBE (NOTCH) BACKSIDE 7/16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION p 9Y #5 BAR IN HOOK iv 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") : • . . .:. �� BTWN. OSB ARCH FACES W/ (4)10d NAILS EQUAL EQUAL WALL USE (2) 1/4' X 31/2" TAPCONS AT 16" L` INSTALL WDW, SCREWSk THRU OSB INTO 2 x 8 O.C. '" `" �� '' �� `�'� ` `� ` ANCHOR INTO ARCH BLKG, STEMWALL FOOTING SIZE AND PER INSTALLATION DETAILS _ ARCH DETAIL K B B SECTION ENTRY L @ SECTION ROOF EXTENSION M REINF. PERLAN AND STEMWALL MONO TO STEMWALL FOOTING SCALE: N:T.S. SS SCALE: 3/4" =1'-0" SS SCALE: 3/4" =1'-0" SS SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. REINFORCING. PROVIDE -LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE SEE SHEET D2 AND DRILL 3/4"X6"MIN. HOLE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP FLOOR PLAN FOR A RUBBER CRUTCH TIP ON END OF TROWEL TO TAP BLOCK INTO POSITION.) DO NOT 20 ga. PANEL MORE INFO SET BAR IN EPDXY REALIGN, TAP, OR OTHERWISE MOVE BLOCK AFTER INITIAL PLACEMENT. FOR SOLID GLASS ANCHOR HTT16 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER "SQUEEZED" W.W.M. AT PERIMETER STUDS & (1) - 5/8" DIA. ALL COURSES TO PREVENT THE MORTAR FROM BEING OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION #5X6' EMBEDDED INTO E INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND iN JOINTS 9 a. PANEL PER ANCHOR) (1) #5 BARS CONT. OCCURS TOP WITH MIN. 3 „ THREAD ROD EPDXIED W/ SIMPSON SET EPDXY MIN. a >_ Z EXISTING BOND BEAM IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 6'-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. COURSE) EXPANSION STRIP �O v NON SHRINK GROUT. LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE °. � A THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL w a REINFORCING AS FOLLOWS: !� a 1 ' PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. SEALANT p e P' g PRESS PANEL REINFORCING INTO PLACE. N. LAP SPLICE W/ � p p 5X6' EMBEDDED INTO U z EXISTING FOOTING 2-# CO NC 5X6D' IN COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING INFORCING PANEL FILLED CELL SMOOTH. DO NO FURROW. N DRILL 3/4"X6" MIN. HOLE - F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING DO NOT GRADE p. p SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p ° g O G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: C14 A.p " \ REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION NOTES. _ z_ \ H) STRIKE JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS r • p TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE SEALANT ° ° ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ p (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. j 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. Z co — o Z CO Z Q z Vn Z LU a--+ w p Ow C = ~ o o0 �V) r— U CO � a� w —8 C (a M oN O00 m 0 cc �Y a0) u7 0, Qo A ' N C B D C ' r• jjE cerC-4 N .- W P S5� W `�'i�lilltl�ttto� � 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. 0 z NO 0 � N >>�(!)MO M j (0 10 In v O In In Q C LL 0 ao ¢ 00 z J � W Z Zd � �ggggqg; � 4 U 0, ZWWz �SZ$ (W9W J o�EB "gLL1a N GC � w3 LU LU U _ U) Q25� a �oWW z J LnLU lJJ 2: <t Q zLLI Lea Wg I� ch Z Z t m o ^ g LU N a � SCALE : AS NOTED DATE : 2/24/2014 TECH: WAMES VERSION NO. 10 SHEET NO. SS CROSS BRACING DETAIL (TYP .) SCALE: 1/2" = V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TPI-2002 MAY NAILED ( TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT. SEE TYP. TRUSS BLOCKING DETAILS 2X4 DIAGONAL AT 8'-0" O.C. 2X4 BLOCKING BETWEEN EA. TRUSS MAX & EACH END ALTERNATE DIRECTION TYP. '�L WOOD TRUSS J A TYP. WOOD TRUSS BLOCKING DETAIL SCALE: 1 /2"=V-0" WOOD WALL OR TRUSS. SEE PLAN STRUCTURAL SHEATHING ATTACHED PER NAILING SCHEDULE VARIES W/ ROOF SLOPE 2X4 CONT. W/ (2) 16d COMMONS NAILS EACH STUD TYP. T&B -TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL SCALE: 3/4" = V-0" CB TYP. HAND FRAMING ABOVE TRUSS 2X4 STUDS & PLATES AT 2'-0" O.C. EACH DIRECTION TYP. U.N.O. 2x8 BLKING. NAILED @ EACH SIDE w/ (3) 12d NAILS WHEN REQUIRED w/ (2) USP HTW20 W/ (14) - 10d X 1 1/2" EACH TB 7 PRE-ENG. TRUSS I CONT. ROOF SHEATHING AT TRUSS TOP — CHORD AT ALL HAND FRAMED AREAS TYP. DIAGONAL - AT 8'-0" MAX TRUSS SEE ROOF PLAN SHEATHING 2X4 BLOCKING BETWEEN TRUSSES SECT. A -A G.T. z- - ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER SIDE OR BOTH IF REQ'D) PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. ➢A TRUSS HIP 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 2X4 CONT. AT-J CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A —A ALTERNATE BLOCKING DETAIL a@ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT OL VARIES IT 2X4 #2 SPF BRACING @ 16" O.C. W/ (4) 12d _ TOENAILS TO TOP - PLATE & (2) 12d END MIN. (2) 2x4 NAILS TO TRUSS SPF TOP BOTTOM CHORD PLATE ROOF SHEATHING ATTACHED PER NAILING SCHEDULE COMMON TRUSSES. SEE TRUSS PLAN FOR CONNECTION INFORMATION. VARIES SEE PLAN FOR WALL LOCATION MIN. 2X4 #2 SPF STUDS @ 16" O.C. W/ EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE & (3) 12d TOENAILS TO SEE PLAN FOR PLATE BELOW TOP OF WALL ; MIN. 2X4 #2 SYP P.T. PLATE 4 W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE o 16" O.C. MAX. INFO. ° SECTION @ ENTRY 8 SCALE: 3/4" = V-0" 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 R MORE IN (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UF (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" SEE PLAN FOR CANT. SEE FLOOR PLAN FOR COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN RECI D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON SC EDULE/PLANM OPTION B CONNECTION INFO OPTION C COMMON BM. TO POST ATTACHMENT 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) 2X4 STUDS W/ USP SPT22 @ BASE SEE J/S6 FOR MORE INFO. A F_� A SEE PLAN FOR SEE PLAN FOR CANT. IF INDICATED CORNER SEE FOUNDATION ° PLAN FOR MORE INFO 5" �X COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE 2X4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION a@ FLOOR CONNECTION 22 SCALE: 3/4" = V-0" SCALE: 3/4"=V-0" SEE 1/S5 FOR ADDITIONAL OUTLOOKER INFO. GABLE TRUSS 1/2" PLYWOOD (2)16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM BM. SPLICE OVER �� CENTER OF POST MIDDLE SEE PLAN FOR 8d NAILS AT VALLEY TRUSS 4" O.C. INFO. MASONRY WALL BELOW: USP 44. HTA16 @ 4'-0" O.C. TO GABLE MASONRY WALL TRUSS BEAM BELOW: USP OR BEAM HTW20 @ 4'-0" O.C. TO GABLE SEE TRUSS PLAN a.. TRUSS COMMON TRUSS a,. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" EXTERIOR ATTACHEDI SCHEDULE KNEEWALL 2X4 #2 SYP NAILER. NAIL - TO STUDS w/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d 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 ENTRY FRONT WALL s SCALE: 1/2" = 1'-0" 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 SCALE: 1/2" = V-0" LOW ROOF/WALL SHEATHING ATTACHED PER NAILING SCHEDULE 2x STUDS @ 16" O.C. W/ USP SPT22 @ BASE & SPT24 @ TOP 2x BLOCKING BETWEEN STUDS TO TRUSS W/ (2) 12d TOENAILS EACH END ( BETWEEN TRUSSES (2) 12d NAILS TO EACH VERTICAL STUD) 2x BASE PLATE W/ (2) 12d NAILS @ 16" O.C. ALONG W/ USP MTW12 TO BLOCKING BELOW @ 16" O.C. PLYWOOD FLOORING LOW ROOF TRUSS W/-� L (2) 2x6 BLOCKING UNDER FLOOR G.T. RAISED BOTTOM CHORD 2nd FLOOR WALL W/ USP SEE PLAN EXTENSION SEE TRUSS JUS24-2 EACH END MANUF. SPEC'S FOR CONNECTIONS TO G.T. SECTION BUMP OUT 39 SCALE: 3/4"=1'-0" 1\,j DETAILS &SECTIONS Z M 0 — o Z Q ran J Z t!) 0 cn w � n 'U — Ow ~ ~ \/(n = y o 0 r­ (13 U LU — �M CmM W 2M O `oo W U0 L ILA �Y Q 0) (Dao u7 O� 0)Q C A B ' D® N C B D C NIN AL ' �orro —0a .NC! W A rjV •i O �r Ern 3� 2 t 'vC S S%04 "Mat 11110,NN ro 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 n4 O a) N 14 H M O M fuIn a w a z (A 0 Q LL ci� V fa Q00 a E" z� f° J W d' 1.9 W2 za car VZOp z ��wi 0QQ!�z y�f J U, 8 ,--�WE 81 11. L W O z Z z r G E H H C cu M � in 3. z- 0 U = fu a U)Uj J 4 o� ¢RO o J1 L1J vO�� Zao N I� zU4zQ Z, Q�A} VI 03C 81i Z Z ` iL� w 2 C U J ri LU LLl = ¢ M Q Z W Z m O t LU 2 a W ,--i a cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. D1 ^' ^ "') WEATHER ✓E BARRIER & IARILY SECURE WEATHER �RES ISITIVE BARRIER TAPE (ASSEMBLED WINDOW) HEAD FLASHING TIE-IN INSTRUXTIONS: 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header to allow for flashing installation MEANT TO SHOW GENERAL FLASHING 2. Self -adhered flashing plus head flashing under AND WATERPROOFING METHODS TO weather resistive barrier BE USED. 3. Fold weather resistive barrier back over head flashing and seal with tape SELF -ADHERED FLASHING Scale: NTS FLANGED WINDOW FLASHING INSTALLATION AFTER WEATHER RESISTIVE BARRIER EXTERIOR SHEATHING REFER TO TECHNICAL LETTER ON CHEMICAL COMPATIBILITY SELF -ADHERED FLASHING DO NOT FLASH OVER BOTTOM NAILING FLANGE NAILING FLANGE SELF -ADHERED FLASHING HALF ROUND WINDOW rr.nonnv�a I v+.n ulw WOOD FRAME CONSTR. EXTERIOR SELF -ADHERED FLASHING SHEATHING BY LAPPING DOWN OVER RIM JOIST AND UP WALL BY 6 IN. WEATHER RESISITIVE BARRIER SEAL TOPS OF JOK UNDER DECKING ED FLASHING (SEE DETAIL WP07) SELF -ADHERED FLASHING E AM 0 WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD CONSTR. OF . C R 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 WP02) SELF -ADHERED FLASHING SEAL TOPS OF JOISTS UNDER DECKING (SEE DETAIL WP07) SELF-ADHER �J 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 E0 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. or u. nin)r± OVER NTH SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -� 0 O RUBBERIZED RUBBERIZED ASPHALT ASPHALT ADHESIVE ADHESIVE SELF -ADHERED FLASHING SCORED RELEASE PAPER (BEFORE FOLDING, SCORE RELEASE PAPER TO EXPOSE ADHESIVE AS SHOWN) SELF -ADHERED FLASHING INSIDE CORNER Ground Water Resistant Barrier Lath Sheathing Stucco SELF -ADHERED FLASHING SELF -ADHERED FLASHING , • FOUNDATION WEEP SCREED DECK JOIST , OUTSIDE CORNER • NOT USED NOT USED NOT USED 01W ffi- 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 forType 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #Oin each detail that corresponds to the numbered items in the list of instructions below: 1. Install self -adhered flashing in order as shown by numbers 2. Install flashing and weather resistive barrier to form water shedding laps 3. Self -adhered flashing can be substituted for building paper 4. Split the release paper using the ripcord (Split release on demand, embedded in the adhesive layer) - for ease of installation and to minimize scoring cuts 5. Remove all release paper per standard installation instructions and adhere to substrate using a square piece of flashing material (6" x 6" Minimum) 6. Fold as shown by arrows 7. Angle of corner may vary, adjust folding of the flashing accordingly to fit tight to corner 8. Mechanically fasten as necessary Cement Plaster in accordance with ASTMC926 over wood 2nd floor Cement Plaster over block 1 st floor 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper -7/16" O.S.B. sheathing Metal Flashing Weep Screed Installed As Per Manufact. Specs. Maintain Bottom of Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all CO Z co - o a) z� z In _J Z cn 4--J w � p U - w O (D = ~ �(/) ~ U o0 m t, M w -8 asE " C t0 M W C M 00 0 U 0 wU_Go °Yn Ly Y <L rn COQO O 7;r' 6 6 B D, o N � ` N JJ 8 rn � d - N o oo Z o ZW�� a,�z II��u_N a - W aUJI �' LL o W UZ vrnm - Z OO �0 o:qa t7y�o04 ° E w 4) W mm Q g vQNkE M N OU -_ U 0O at To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. If O ON Z 0 0) N IS �Lnrno M Q U) ro :2 Z a cn in Q LL Ln C� U fl. CO Q Z ra WJ C) d" J o Zg w¢9! car OO 0 0, Z� Z w aW) E JaoM) o CC, 8 L' F�® OZ W U ZZ 0 3 M O �3 � O U = M CC g� >Lu IlY 0 '� z UaCEds �0a Q Lu X3 z Lr)Z Ce LU aago2 J rl di gLL8 fh Q Z i2Z Z Z ,�, m OLU ^ g = ¢Z a U) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. WP Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 2 1/92017 FLf115225-RI ,ode EMIN or Date Date Date Pending Date Type Versio Manufacturer Contact Eno ineer& License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. W/28/2015 08/13/2015 07/05/2015 Approved Category: Exterior Doors (419) 298-1740 Management Institute (813) 767-8555 Subcategory: Swinging Exterior Door Assemblies rickw@rwbldgconsultanis. Compliance Method: Certification Mark or Listing corn FL#15225-R3 Products Quality Assurance Approved for Use Approved for Use Impact Design S # Product Model. Number or Name Product Description Contract Expiration Date ink Outside HVHZ Resistant Pressure 5 e. 8quotSmooth-Star&quot; and &quot;Benchmark by 6/8 and 8/0 Opaque and Glazed Fiberglass Door with 12/31/2021 No Yes No N/A Themes-Tru&quot; and without Sidelites inswing and Outswing 6 f. &quotPremium Senes&quot, &quot;Construction 618 and 8/0 Opaque and Glazed Steel Door with 12/31/2021 No Yes No WA Series&quot; and &quot;Benchmark by Therma-Tru&quot; 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 1/92017 FL#15279-R4 249e Entity or 2111111 20 Date Pend Ina 20 Zee Vereio Manufacturer Contact Eno ineer& License Validated By Validated yybmtftW FBC Approval AppmygQ Status Revision 2014 Clopay Building Products Company Mark Westerfield Intertek Testing Services NA, Gary Pfuehler 08/120015 03/19/2015 06/21/2015 Approved Category. Exterior Doors (513) 770.8062 Inc. (513) 51M588 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 Dare In HVHZ Outside HVHZ Resistant Pressure 37 037 WS-09 PAN-21`151: 84A, 94, 73, 75, 1500, 190, 78, 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, WNDCODE&#174, W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 53 053 W5-16 PAN-2F153: 84A, 94. 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (92" to 16'0" 05/21/2028 No Yes No +30 PSFA30 4RSF, BRST, 6RSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#174; WS Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, E135SV 85 085 W8.09 PAN-21`153: 73, 75, 84A, 94, 42, 48. 428, 48B, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 05/21/2028 No Yes No +38 PSF/-42 4RST, 6RST, GD5S, GRSS, AR5S, ED5S WINDCODE&#174; WB Garage Door PSF 102 102 W'6-18 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42S. 48B, Steel Pan (min. 25 ga.) Double -Car (92" to 162" 05/2112028 No Yes No +37 PSF/41 4RST, 6RST, GD5S, GR5S, AR5S, ED5S wide) WI NDCODE&#1 74; W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1WO17 FL#15288-R2 Entity or �Sg Q Dare Pend Ina p0 Ijmg V2aro o Manufacturer Contact Engineer & License Validated By Validated aSubmitted FBC Approval Approved Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/30/2015 05/10/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 Subcategory: Horizontal Slider bsitfinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL011115288-R2 Products Quality Assurance Approved for Use Approved for Use Im pact Design see.# Product Model. Number or Name Product Description Contract Expiration Dare In HVHZ Outside HVHZ 8esistant Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 72X54 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/31/2017 No Yes No N/A 72X54 3 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12/31/2017 No Yes No N/A SLIDER 108X48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 12131/2017 No Yes No WA SLIDER FL#1319244 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 F1.913192-114 Products sSs Product Model. Number or Name 1 Cemplank 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 pingsheng.zhu@jameshar die.com Product Description fiber -cement lap siding fiber -cement lap siding Validated l3V John Southard, P.E. (352) 367-2526 Page 1 of 2 1/92017 Date Data Date Pend Ina Date FBC Approval Approved Status Valid Submitted _ 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Sesjstant Pressure 01/01/2018 Yes Yes WA WA 01/01/2018 Yes Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 F1.015000-112 2292 Entity or 20 20 Date Pendina 20 Iyp$ Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, RE Ryan J. King, P.E. 08/28/2015 05/29/2015 07/05/2015 O8/19/2015 Approved Category: Exterior Doors (419) 298-1740 PE-43409 (813) 767-6555 Subcategory: Swinging Exterior Door Assemblies rickvw@nvbldgconsultants. 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 Sea # Product Model. Number or Name Product Description Contract Expiration bare In HVHZ outside HVHZ Resistant Pressure 1 a. &quot;Fiber-Classic&quot; or &quotSmooth-Star&quot, 6&#39;8 &quot;Non-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) FL#11537-R6 920 jype Versio Manufacturer Revision 2014 CURRIES Division of AADG, Inc Category: Exterior Doors SubCategory: Exterior Door Components Compliance Method: Certlication Mark or Listing FL#11537-RS Products Sea # Product Model. Number or Name 1 607, 707, 727, 747, and 847 Single and Pairs of Doors 2 M, CM, and G Series Frames Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Nelson Kraschel UL LLC (641) 423-1334 nelson.kraschel@doorgro up.com Product Description Flush, Glazed, and Louvered single and pairs of hollow metal doors. Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) W"707 Page 1 of 1 1/102017 Dad 20 Dare Pend Ina Dim Validated Submitted FBC Approval Approved Status 07/21/2015 07/21/2015 07/27/2015 Approved Quality Assurance Contract Expiration Date Approved for Use in HVHZ Yes Approved for Use Outside HVHZ Yes Imps Resistant Yes Design Pressure N/A 12/31/2017 12/31/2017 Yes Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/9/2017 FL#15278-R4 Code Entity or Daft Date Dare Pending Date Tvpe Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Aporoved 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-82514 (717) 31741454 SubCatagory: Fixed bsitirger@mKW.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#15278-R4 Professional Engineer Products Ing Product Description 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PIN NI 96X48 FIN 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW N172X72 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW N172X72 FIN FL#15272-R1 Code Un 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&quota Soffit 2 b. &quot;AllianceT4&quot; Soffit Quality Assurance Contract Expiration Dare Approved for Use In HVHZ Approved for Use HVHZ Impact Design 12/31/2017 No Outside Yes Besistant No Pressuree N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12131/2017 No Yes No N/A 12131/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 20 D0 Dare Pend 22k Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Nick Thompson Lyndon F. Schmidt, RE Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/15/2015 Approved (330) 922-2389 PE-43409 (813)767-8555 nthompson@alside. oom Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Dare In HVHZ Outside HVHZ Resistant Pressure Vent or Solid Vinyl Soffit 12/31/2018 No Yes No WA Vent or Solid Vinyl Soffit 12/31/2018 No Yes No N/A FL#15332-R3 Products Sea # Product Model, Number or Name 4 SERIES 420 ALUMINUM SGD REINFORCED 5 SERIES 420 ALUMINUM SGD REINFORCED 7 SERIES 420 REINFORCED ALUMINUM SGD 8 SERIES 430/440 ALUMINUM SGD 9 SERIES 430/440 REINFORCED ALUMINUM SGD FL#15217-R4 920 I= 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 2292 jypg 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 229.1 PFroduct Model. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL05444-1110 9992 Um 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 FLX5444-R10 Products 229..1 Product Model. Number or Name 1 CertainTeed Asphalt Roofing Shingles Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Product Description SERIES 420 ALUMINUM SGD REINFORCED OX XO, XX 96&quot;x96&quot; SERIES 420 ALUMINUM SGD REINFORCED )= 143&quot;x96&quot; SERIES 420 REINFORCED ALUMINUM SGD OXO 146&quot;x96&quot; SERIES 430/440 ALUMINUM SGD XXX 143&quot;x80&quot; NON -REINFORCED SERIES 4301440 REINFORCED ALUMINUM SGD XXX 143&quot;x96&quoit Page 1 of 2 1WO17 Quality Assurance Approved for Use Approved for Use Im Pact Desian Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No WA 12/31/2017 No Yes No WA 12/31/2017 No Yes No N/A 12/31/2017 No Yes No WA 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Brent Sitlinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitiinger@miwd.com Product Description SERIES GA 195 ALUMINUM SH NI 44X84 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM SH NI 54X72 SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 8811BX72 Validated By Seven M. Urich, PE (717)317-8454 Pagel of 2 1/92017 Dim Dana Dare Pending Data Validated Submitted FBC Approval Ancrovgtj Status 06/30/2015 0SQ5/2015 07/06/2015 08/19/2015 Approved Quality Assurance Contract Expiration Dare Approved for Use in HVHZ No Approved for Use Outside HVHZ Yes Impact Resistant No Design Pressure N/A 12/31/2017 12/31/2017 No Yes No N/A 12131/2017 No Yes No WA 12/31/2017 No Yes No NIA 12/31/2017 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or ontact Engi neer & License Brent Sltiinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitiingerQmiwd.com Product Description 1445, 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 3174;454 Page 1 of 1 1/92017 20 20 Dare Pending 20 Validated Submitted FBC Approval Approved 06/29/2015 06/19/2015 07/05/2015 08/19/2015 Approved Quality Assurance Approved for Use Approved for Use Im pact Desian Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/3112017 No Yes Yes N/A Florida Department of Business & Professional Regulation Page l of 2 Building Codes and Standards 1WO17 Product Approval Application Detail Entity or 292 292 Dare Pending =111 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Mark Harrier Robert Nieminen John W. Knezevich, PE 12/14/2018 12/08/2016 12/15/2016 Pending FBC Approval (610) 651-5847 PE-59166 (954) 772-6224 mark d. harner@sairn-gob ain.00m Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Dare in HVHZ Outside HVHZ Resistant Pressure 3-tab, 4-tab, strip (no -cutouts), laminated and 07/03/2017 No Yes N/A WA architectural asphalt roof shingles N ( s co _ U L O . CU V0)-1-0 N 12 ^^ U) O 0 CU � CD_ 0 � O Chi Ll. O CU Cn iE40 O tZ CU/' .� /�^ V/ !Z Q Z Z LU J ■ ti CIO O ■ ri all ti C -tf C- 0 Clio O 7L... CL 0_ U O W cu CU V VL W Q Z J Z Q J d SHEET NO. PA 1.1 t ! L Florida Department of Business & Professional Regulation Page 1 ors Building Codes and Standards 1/92017 Product Approval Application Detail Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Asphalt saturated organic fell D1/07/2019 No Yes WA WA Search Criteria Code Version: 2014 FLIk 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, Number 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 Iyge 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 ,AW Product Model. Number or Name 1 RV10 FL#r849-R9 Code Tvpe Verslo Manufacturer Revision 2014 Boral Roofing / Monierl-ifatile, Category Roofing Subcategory: Roofing Tiles Compliance Method: Evaluation Report from a Product Evaluation Entity FL#r849-R9 Products Se # Product Model. Number or Name 13 Saxony 700 - Shake, Slate &amp; Split Shake 14 Saxony 900 - Country Slate Shake &am Slate Sax Y fi' P, 15 Saxony 900 - Country Slate, Shake, Slate &amp; Split 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 9991 I= YelSJ= Manufacturer Revision 2014 Town and Country Industries, Category: Shutters Subcategory'. Storm Panels Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#12856-R5 Products 2291 Product Model. Number or Name 1 0.050&quot Aluminum Storm Panel 2 &quotSafety Edge&quot Storm Panels 3 24ga Steel Stone 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 20 20 Date Pend Ina 2;g� Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved 21t111 Clark Jones Miami -Dade BCCO - EVL 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 HVHZ 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 Enoineer & License Validated By Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker (602) 289-2288 (205) 854-0160 thornas.jemmett@boral.co m Product Description Flat Profile - Stockton Flay e Profit - Henderson Flat Profile - Lake Wales Flat Profile - Stockton Medium Profile - Lake Wales Medium Profile - Denver Medium Profile - Stockton Page 1 of 3 l/W017 Date Date Date Pending Date Validated Submitted FBC Approval Approved sums 09/102015 08/25/2015 09/20/2015 Approved Quality Assurance Approved for Use Approved for Use impact Design Contract Expiration Date in HVHZ Outside HVKZ Resistant Pressure 12/31/2018 No Yes N/A WA 12/31/2018 No Yes WA N/A 12/31/2018 No Yes N/A N/A 1213l/2018 No Yes WA N/A 12/31/2018 No Yes WA WA 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 l/92ol7 Entity or 292 2 Date Pending 20 Contact Engineer & License Validated By Validated Submitted FQC Approval Approved AMM Tom Johnston Frank I. Bennardo ORLANDO L. BLANCO, 04/2W015 04/28/2015 05/04/2015 06=015 Approved (954) 493.8551 PE-0046549 P.E. tomjotc-alum.com (305) 510-8531 Product Description 0.050&quot Aluminum Storm Panel with Optional Clear Panels &quotSafety Edge&quot Storm Panels, 28ga (0.018&quot,&quot) Steel, 0.022&quot, Alum (Peel and Non -Perry, Clear Polycarb (Full and Half) 24ga (0.0232&quot) Steel Storm Panel with Optional Clear Panels .050&quot Aluminum Non -Porous Hinged Storm Panel Quality Assurance Contract Expiration Date 12/31/2018 Approved for Use In HVHIZ No Approved for Use Outside HVHZ Yes ),mpact Resjgtanf Yes Design Premire WA 12131/2018 No Yes Yes +54/-54 12/31/2018 No Yes Yes +100000 12/31/2018 Yes Yes Yes N/A FL#21675-RO 2292 Iypg Versio Manufacturer New 2014 HomeGuard Building Products, Inc. Approved Category: Roofing Subcategory: Undedayments Compliance Method: Evaluation Report from a Product Evaluation Entity FL#21675-RO Products §210 Product Model. Number or Name 1 ToughSkin Synthetic Underlayments FL#17202-Ri 24319 I= 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-R1 Products Sec # Product Model. Number or Name 1 Deck-AirTM DA-4 2 OmniRidge&#174; PRO Vent PRO4-N FL#15076-113 2992 Ike 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 $eg;� Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FL#15076-R4 SrsSle Iype 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-R4 Products 1111119 Product Model. Number or Name 1 20 Gage Galvanized Steel Storm Panels/HVHZ 2 24 Gage Galvanized Steel Storm Panels/NHVHZ FLX17869-RO Ded Iype r Vsllo 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 FLA17MMO Professional Engineer 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/W017 Entity or 20 ate Date Pend Ina Contact Engineer & License Validated By Validated Submitted FSC Approval Approved Status John Cheslak Intertek Testing Services NA, Intertek Testing Services 02/01/2017 01/25/2017 02/03t2017 (904) 240-1382 Inc. NA, Inc. john.cheslak@hgwrap.00 (604) 520 3321 m Quality Assurance Approved for Use Approved for Use Impact Design Product Descriotion Contract Expiration Date In HVKZ Outside HVHZ Resistant Pressure ToughSkin 15, ToughSkin 20, ToughSkin 25, 01/01/2018 No Yes N/A N/A 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 or 292 220 Date Pend Ina 20 Contact Engineer & License Validated By Validated Submitted FBC Approval droved Status Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05/01/2015 05/10/2015 06/22f2015 Approved (501) 982-6511 PE-31242 (717) 317-8454 acarter@lomanco.com Product Description Low Profile, Polypropylene Plastic, Roof Vent Quality Assurance Approved for Use Approved for Use Contract Expiration Date in HVHZ Outside HVHZ 07/10/2019 No Yes lmpact Resistant No Design Pressure +97.5/-97.5 Mechanically Attached to Plywood Deck. Molded Plastic, Roof Ridge Vent Mechanically 07/10/2019 No Yes No +N/A/-1 e5 Attached to OS13 or Plywood Deck. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1/92017 Entity or 20 Date Date Pend Ina 201 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 05/OB/2015 04/24/2015 05/11/2015 06/23=15 Approved (954) 689-7545 PE-44167 (954) 772-6224 tim. robinson@gppentoom Quagty Assurance Approved for Use Approved for Use Imps Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant burg Corrugated Galvanized Steel Storm Panels retained 12131/2017 Yes Yes Yes N/A or not by tracks to provide hurricane protection. Corrugated Galvanized Steel Storm Panels retained 12131/2017 No Yes Yes WA or not by tracks to provide hurricane protection. Entltv or 229 D& Date Pending 21ft Contact Engineer & License Validated By Validated Submitted FBC Approval Appmygp Status Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12/21/2016 Validated (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 Corrugated Galvanized Steel Storm Panels retained 1213112017 Yes Yes Yes WA 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. Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 2 1/92ot7 Entity or 2sf3 Date Date Pending Contact Eno lneer& License Validated By Validated Submitted FBC Approval ApproYed Status Mike Barbieri Frank L. Bernardo, RE Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved (561) 712-9882 PE-OD48549 (954) 394-8521 mikeb@allamericanshutte rs.com Quality Assurance Approved for Use Approved for Use Impart Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail FL #5219-R3 2292 EntityVersio jyQg Manufacturer Contact Eneer&License Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Category: Roofing (813) 248-3456 PE-31242 Subcategory'. Roofing Accessories that are an fivalidation@yahoo.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida FL#5219-R3 Products Professional Engineer §2" Product Model. Number or Name Product Description 1 1- &quotFlat Top Off Ridge Vent with Baffle for Tile&quot Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 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;, 68#39;, 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;, for Shingles&quot; 88#39;, or 10tt#39; Wide Off Ridge Vent Attached to Wood Deck FL#16588-R1 2012 Ilrpg Versio Manufacturer Affirmation 2014 O'Hagin Manufacturing, LLC Category- Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Compliance Method: Certification Mark or Listing FL#16588-RI Products Sao # Product Model. Number or Name 1 0&#39;Hagin&#39;s Cloaked Vent Tile FL#15088-R7 220 jyge 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-Rl Products 229.9 Product Model. Number or Name 1 GPP FABRIC SHUTTER -SERIES 2000 FL#1999-R5 Iyp$ Verslo Manufacturer Revision 2014 ITW Building Components Group Inc. / Paslode Category: Structural Components SubCategory Truss Plates Compliance Method: Evaluation Report from a FL#1999-R5 Products Product Evaluation Entity Seq # 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 Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/92017 20 2ik Date Pending 20 Validated Submitted FSC Approval Approved a�8t0$ 05/01/2015 04/29/2015 05/10/2015 O6Q312015 Approved Quality Assurance Contract Expiration Date 12/31/2019 Approved for Use in HVHZ No Aporoved for Use Outside HVHZ Yes Impact Resistant No Design Jig N/A 12/3112019 No Yes No NIA 12/31/2019 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Pagel of 1 1/102017 Entity or Date 20 Date Pendina 2 Contact Engineer & License Validated By Validated Submitted FEIC Approval Approved $atUB Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06/25/2015 Approved (707) 872-3620 (305) 868-4707 gdaniels@ohagin.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Attic Ventilation Product for the roofing applications 0410412018 Yes Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1/92017 Entity or D D. Date Pend Ina Contact Engineer & License Validated By Validated Submitted FBCApproval App@ygd Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24=15 05/03/2015 06/23/2015 Approved (954) M-7545 PE-44167 (954)772-6224 tim. robinson@g ppentoom Quality Assurance Approved for Use Approved for Us e se lln89Si PSslpn Product Description Contract Expiration Date in HVHZ Outside HVHZ Besistant Pressure Coated Polyethylene Fabric Panels retained by tracks 12/31/2017 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 t 1WO17 Entity or Dig 2M Date Pending 299 Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 0=012015 03/29/2015 Approved (847) 918-6473 (407) 881-1917 sleWs@aIpineitw.com Quality Assurance Approved for Use Approved for Use Im pact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Metal Connector Plate 12/31/2020 Yes Yes N/A WA Metal Connector Plate 12/31/2020 Yes Yes WA WA Metal Connector Plate 12/311= Yes Yes N/A WA Metal Connector Plate 12/31/2020 Yes Yes N/A N/A ^W W c C/) _ U L O .� CD � � � t . O Gu cf) 0 C L O O _ Ca L.L _ O CU .� Cn CD L CU 0 L_ .� VJ Q Q Z Z W J O CIO U ■ I� U V I O CU O CDL� U O Cn ICU CU M� W U Q^ I..L� U m W � Z W Z Z Q J D_ SHEET NO. PA 1.2 7 ■ FL.#2197-R5 Code jyp& Vereio Manufacturer Revision 2014 MiTek Industries, Inc. Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a Product Evaluation Entity FL.#2197-R5 Products Sea 0 Product Model. Number or Name 1 M18SHS 2 Mil 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-RO 9292 Tyke Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a FL#1630-R8 Product Evaluation Entity Products Sea # Product Model. Number or Name 1 TA 110 2 TJI 210 3 TJI230 4 TA 360 5 TJI580 6 TJI/5WD Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/92017 Product Approval Application Detail Entity or 23k Data Date Pending Date Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved (314) 851-7480 LLC. desert@mii.com (205) 599-9800 Quality Assurance Approved for Use Approved for Use Im pact Deslan 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 12131/2017 Yes Yes N/A N/A 18 ga. high strength truss connector plate 12131/2017 Yes Yes N/A N/A 20 ga. truss connector plate 12131/2017 Yes Yes N/A N/A 20 ga. high strength truss connector plate 12/31/2017 Yes Yes N/A N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 2da 2211 Date Pending 2WE Contact Enaineer & License Validated By Validated SubmMed FBC Approval Approved aEt&tY$ Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 j im.anderson2@weyerhae useccom Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVKZ Outside HVHZ Resistant Pressure Prefabricated Wood I -joist 03131/2017 No Yes N/A N/A Prefabricated Wood I -joist 03131/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I joist 03/31/2017 No Yes WA N/A Prefabricated Wood I joist 03/31/2017 No Yes N/A N/A Prefabricated Wood kjoist 03/3112017 No Yes N/A N/A FL#1644-R4 TVCE V�o 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-RS Code I�g 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 Tvoe Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components SubCatagory: Engineered Lumber Compliance Method: Evaluation Report from a FLrl16527-R7 Products Product Evaluation Entity S n # 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 1/92017 Entity or Date Date Date Pending 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/ O15 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.00m (253) 620-7467 Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 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 1 of 1 1/92017 Entity or 2= Date Date Pending gate Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status, Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/06/2015 05/12/2015 07/30/2015 Approved (253) 924-4084 (608) 839-1344 j i m.anderson2@weyerhae user.com ro Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A N/A board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Parallel Strand Lumber 03/31/2017 No Yes N/A N/A Laminated Stand Lumber 03/31/2017 No Yes N/A N/A Entity or 2101 20 Date Pend Ina 20 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 11/05/2018 Approved (253) 924-4084 (608) 839-1344 ji m.anderson2@weyerhae user.com Product Description Quality Assurance Contract Expiration Date Approved for Use In HVHZ Approved for Use Outside HVHZ Impact Resistant Design Pressure Laminated Veneer Lumber 0313112017 No Yes N/A N/A Parallel Strand Lumber 03/3112017 No Yes N/A N/A Laminated Strand Lumber 03/31/2017 No Yes N/A N/A Structural Composite Lumber or Oriented Strand 03/31/2017 No Yes N/A NIA board Rim Board Oriented Strand Board Rim Board 03/31/2017 No Yes N/A WA FLX1645-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#1645-R4 Products Sea # Product Model. Number or Name 1 AJS Joists FL#158-R7 Code jape Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology FL#158-R7 Products Compliance Method: Certification Mark or Listing S- # Product Model. Number or Name 1 High Strength Concrete Lintels FL#158-R8 Tvoe Versio Manufacturer Revision 2014 CAST-CRETE USA, Inc. Category: Structural Components Subcategory: Products Introduced as a Result of New Technology FL#158-R8 Products Compliance Method: Certification Mark or Listing 1119 Product Model. NumberorName 1 High Strength Concrete Lintels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or jDate Jig Date Pending ov Contact Engineer & License Validated By Validated Submitted FBC Approval Aooproved 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) 820-7467 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 Page 1 or 1 1/92or7 Entity or Date jDate Date Pending Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/16/2015 02/24/2015 03/18/2015 Approved (813) 621-4641 (7W) 315-2590 cparrino@castcrete. oom Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 05/21/2016 Yes Yes N/A WA Entity or 20 Date Pend Ina j& Contact Enaineer&License Validated By Validated Submitted FBC Approval Approved Status Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/08/2016 04/29/2016 05/08/2016 Approved (813) 621-4641 (786) 315-2590 cparrino@castcrete.com Quality Assurance Approved for Use Approved for Use Impact Deslan Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes N/A N/A Cv Cn .,... L 0 'En CU U N N 101- C = Ca O Cu C,n O 2 O W CU O LL O co .N E O i� Q L_ L .� ''^, VJ Q. Q f MWI z z W J 7Z Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards 1/92017 Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards l/W017 Product Approval Application Detail Building Codes and Standards 1/92017 ■ �+ Product Approval Application Detail Product Approval Application Detail FL]r5450-R5 FL#1774-R4 Code Entity or Date Date Date Pend Ina J?ate FL911383-R4 jygg Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Aogroved Status p4Sl4c Entity or � � Date Pend Ina D Revision 2014 Powers Steel Inc. william powers Steven W. Schaub SAMUEL A. 03/26/2015 03/23/2015 03/30/2015 06/23/2015 Approved Code Versio Manufacturer Entity or Contact Engineer &License Validated By 29$ Date Date Date Pendina Date Validated Submitted FBC Approval ADDIOVBd Status Iype Versio Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Status Category: Structural Components (802) 437-1160 PE-60509 GREENBERG, RE, ■ � Revision 2014 Commercial Concrete Products,inc. Robert Gillis THUY H. HUYNH Florida Engineering 9 n9 07/03/2015 06/24/2015 08/20/2015 08/26/2015 Approved PP Subcategory: Products Introduced as a Result of bill@powerssteel.com (813) 845-0186� Revision 2014 Powers Steel Inc. william powers Steven Schaub SAMUEL A. 03/26/2015 03/2312015 03/30/2015 06/22I2015 Approved Category: Structural Components (813) e59-3707 PE-60122 Solutions New Technology Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, RE, SubCategory: Products Introduced as a Result of precastgator@yahoo.00m (352) SM5311 Compliance Method: Evaluation Report from a Subcategory: Products Introduced as a Result of bill@powerssteel.00m (813) 645-0166 New Technology Florida Registered Architect or a Licensed Florida New Technology Compliance Method: Evaluation Report from a Professional Engineer Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Florida Registered Architect or a Licensed Florida FL#5450-R5 Products Professional Engineer Professional Engineer FL.#1774-R4 Products Quality Assurance Approved for Use Approved for Use Impact Design S.—9 1 Product Model. Number or Name PSbox8LT, PSbox8LT(5-5/8) Quality Assurance Aooroved for Use Approved for Use Product Description Contract Expiration Date in HVHZ Outside HVHZ Powers Steel lintels are field assembled lintels 01/27/2017 No Yes Impact Design Resistant Pressure N/A WA FL#11383-R4 Sea # Products Model. Number Name Quality Assurance Approved for Use Approved for Use Impact Design i Product Model. Number or Name Product Description Contract Expiration Date i Outside HVHZ n HUHZ es slant Resistant Pressure consisting of preformed steel lintels combined with Product or Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/25/2024 No Yes N/A N/A concrete masonry units, grout, and steel reinforcing 1 PowerBOX8 Lintels Powers Steel Lintels are field assembled consisting 01/01/2017 No Yes N/A N/A bars. of preformed steel lintels combined with brick or concrete masonry units, grout, and steel' reinforcing bars. ^, W _tf r�_ V O ca O Florida Department of Business & Professional Regulation Page 1 or 1 U Building Codes and Standards 6/162017 Product Approval Application Detail O FL#5259-R26 L 9492 Entity or Date Date Date Date Pending 20 Tvoe Version Manufacturer Revision 2014 POLYGLASS USA Contact Engineer & License Validated By James Akins Robert Nieminen John W. Knezevich, PE Validated Submitted FBC Approval 03/22/2017 03/13/2017 03122/2017 Approved 06/13/2017 Status Approved //��� W Category: Roofing (570) 384-1230 PE-59168 (954) 772-=4 Subcategory: Underlaymem jakins@polyglass.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#5218 R3 Products Quality Assurance Approved for Use Approved for Use IM pact Design Sea # Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 1 Polyglass Roof Underlayments Roofing undedatyments 04/242018 No Yes WA +NIA1-622.5 ICU 00 w Search Criteria Code Version: 2014 FL #: ALL ¢ Application Type: ALL Roofing Product Manufacturer. POLYGLASS USA Subcategory: Underlayments Z �✓ Category: Application Status: ALL Compliance Method: Evaluation Report fro a Florida Registered Architect or a Licensed Florida Professional Engineer Z 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 J Design Pressure: ALL Date From: ALL a Date To: ALL SHEET NO, PA 13 a t V� �r. I ti