Loading...
HomeMy WebLinkAbout3168 Moulden Hollow DrABBREVIATIONS A.B. AnchorBott F.P. Fireplace P.T. Pressure Treated Abv. Above F.O.M. Face Of Masonry Pwd. Powder Room A/C Air-Condkioner Ft. Foot/ Feet Rad. Radius ADJ. Adjustable Ftg. Footing Ref. Refrigerator A.F.F. Above Finished Floor FIX Fixed Req'd. Required A.H.U. Air Handler Unit ALT. Alternate Galv. Galvanized Rm. Room B.A. Base Cabinet G.C. General Contractor Rnd. Round BF Bifoki Door G.F.I. Ground Fault Interrupter R/S Rod and Shelf Bk Sh BookShelf G.T. Girder Truss SD. Smoke Detector Bm. Beam Hdr. Header S.F. Square Ft. Bot. Bottom Hgt. Height Sh. Shelves B.P. Bypass door HB Hose Bibb SHT Sheet BRG. Bearing Int. Interior S.L. Side Lights Cir. Clg. Circle Ceiling K/Wall Kneewall S.P.F. Spruce Pine Fir CJ Control Joint K.S. Knee Space Sq. Square Col. Column Laun. Laundry S.Y.P. Southern Yellow Pine Comm. Community Lay. Lavatory TB Towel Bar Comp. Compressor L.F. Linear Ft. Tem p' Tempered C.T. Ceramic Tile LL Lintel Length Thik'n. Thicken D. Dryer LT. Laundry Tub T.O.B. Top of Block DB Door Bell Mas. Masonry T.O.M. Top of Masonry Dec. Decorative Max Maximum T.O.P. Top Plate Ded. Dedicated Outlet TR TOWEL RING Dbl. Double M.C. Medicine Cabinet Dia. Diameter Mfgr. Manufacturer TP TOILET PAPER Disp. Disposal Micro. Microwave Trans. Transom Window Dist. Distance Min Minimum Typ. Typical D.S. Drawer Stack M.L. Microlam U.C. Under Counter D.V. Dryer Vent Mir. Mirror UCL Under Cabinet Lighting D.W. Dishwasher U.N.O. Unless Noted Otherwise Ea. Each Mono Monolithic V. Shower Valves E.W. Each Way N.T.S. Not to Scale VB Vanity Base Elec. Electrical Opn'g. Opening Vert. Vertical Elev. Elevation Opt. Optional V.L. Versalam Ext. Exterior Pc. Piece VTR Vent through Roof Exp. Expansion Ped. Pedestal w Washer FBC Florida Building Code PH PHONE W/ With Fin. Fir. Finished Floor P.L. Parallam W/C Water Closet F.G. fixed Glass PLF Pounds per linear foot W.A. Wedge Anchor An Floor Pit. HI. Plate Height Wd Wood Fdn. Foundation Pit Sh. Plant Shelf WP Water Proof PSF Pounds per square foot Fir Sys Floor System REVISIONS 08-20-15 1.00 NEW BASE PLAN 12-8-15 2.00 FRAME -WALK REVISIONS F11 F1 NNINININI IN 0 Im EE F*J F*J P1 FISM 1791 INDEX OF DRAWINGS SHEET DESCRIPTION SHEET No. CS COVER SHEET 1 FLOOR PLAN 2 INTERIOR ELEVATIONS 3.1 EXTERIOR ELEVATIONS 3.2 EXTERIOR ELEVATIONS F1 FOAM DETAILS 4 ELECTRICAL PLAN 5 ROOF PLAN 6 FOUNDATION PLAN 7 ROOF FRAMING PLAN 8 LINTEL DETAILS SN 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 ES FLORIDA BUILDING CODE, ONAIi.. ELECTRIC CODE, THE C17 �E ZEPHYRHILLS REVIEW DATE_��L i7 P� EEXv►nhilv�r 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. 0 U!P z$ Z(0 Z Q J Z Ln (0 Q) � N w 0 w O �- c t/i o o 0 U E WW—$°°N dco 2,'ACM 010 " o 02, is o Y Q o, p Q o A ' B D. N C B D C l EIIIf i N r0 0 6_ �C� •� z i J �Z7 ion l'L N� LL ILL ,Q 1� C W ,C +t n 1' a W - W { m �wca 0� Z. C1 ,2 To the best of the Engineer's kno,*fted*,4h ormation, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N r, 0 +(1) M O M Q V) (0 Ln a. cn •L �t Q CLL� a ^ Z F- � 3 fo Q � � Z J � W d' W Za o��rr O 2 a U zZ V W 10 ww o19L§ LU = g s f 8 J j in 3 0 uJ 0 = uJ U 8 < d- < wa Z Z Ln J I rl I W LJJ $�a M Z~$ mIn Z Z g W uJ = uJ SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. CS 00 0 0 O W L N W S3 TYP @ 1 STORY 122 a0 O co to ((D PATIO to L 4'-0" i>o I OWNER'S SUIT 8'-0" FLAT LG. CARPE I (4) 2x4 #2 SYP G STUDS W/ US S3 HTT4@ BASE ----1 4-SH / o 00 N FIBERGLASS SUR%OUND 60" X 36" Q. 8l. �p LAT LO umop I� I ~aw 10 Ir A BEDROOM 2 8'-0" FLAT CLG. CARPET, 00 11' 4068 B.F. Its N 8'-3j" ----- -- R—S ----30 t�7.:s — L D—W—� r— — — — — — — — — — — — 59'-4" O 25-SH EGRESS O 25-SH EGRESS I BEDROOM 8'-0" FLAT CLG. CARPET N 4-SH co N i6, 6�70. N HALL 9'-4" FLAT CLG. CARPET FIBERGLASS SURROUND T H1 L I 5'-0" 1'"�B" I G HAS N BOX '@ S3 36' A.F F. -- — R&S- 9'-0" I 3'-8" 2'-8" 4'-3" 6'-10" 3.7 PT. OPT. D I -0" LA CL 2CEILINGF�` `brO a I 868' I I -- ------------------------------------ / s co FAMILY ROOM CAFE / VAULT. CLG. I CARPET VAULT. CLG. / 30'-0" CARPET 4 -1 " o_ Y' / Z � Z ER ILE! S3 35-SH O 16' H.B. I r�v BEDROO 4 8'-0" FLAT CLQ. CARPET i 1 q'-10" T-0" I I m 4'-1" ?l'-3" 40681 B.F. 8'-0" 2668 -- d G.T. S3 r---- I D I I I S3 I I ~ I ~ OI d1 3 2-CAR GARAGE '3 8'-0" FLAT CLG. 1 EDGE OF SLAB 2" I BEYOND WALL A:qo �f I DRYER VENT I THRU ROOF 20'-9" I I II A I I I l l I I IFvW1� I I I �itil I I�Q�I I III 11 I I I L.--J I L— — — — ------- I I I 3068 I I OI ENTRY � I 0, 1 8'-0" FLAT CLG. �s 15'-0" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I b I I O to 1 I HEADER SCHEDULE MARK HEADER SIZE REMARKS H1 (2) - 2X6 #2 SYP W/ 1/2" FLITCH PLATE H2 (2) - 2X8 #2 SYP W/ 1/2" FLITCH PLATE H3 (2) - 2X10 #2 SYP W/ 1/2" FLITCH PLATE H4 (2) - 2X12 #2 SYP W/ 1/2" FLITCH PLATE H5 (2) - 1 3/4" X 11 1/4 LVL 2.0E Fb=2950 H6 (2) - 1 3/4" X 9 1/4" LVL 2.0E Fb=2950 H7 (2) - 1 3/4" X 16" LVL 2.0E Fb=2950 H8 (2) - 1 3/4" X 7 1/4" LVL 2.0E Fb=2950 (2) - 2X4 #2 SYP W/ 1/2" Follow Q/S4. See Plan for R.A.G. FLITCH PLATE Bearing Wall Call Out When Straps are Required * VERIFY W/ PLAN CORRECT LENGTH OF HEADER REQUIRED ** SEE PLAN FOR DETAIL CALL OUT FOR CONNECTIONS AND REQUIRED STUDS WINDOW SCHEDULE SIZE R.O. CMU (Flange) R.O. FRAME (Fin) TYPE 12 20 X 26 18 � X 25 4 S.H. 13 20X38j 18JX37j S.H. 14 20 X 50 1 18 4 X 50 S.H. 15 20 X 63 18 } X 62 4 S.H. 16 20X72 184X714 S.H. 432 27 1/4 X 26 26 X 25 4 S.H. J 33 27 1/4 X 38 j N/A S.H. j 34 27 j X 50 j N/A S.H. J 33 N/A 26 x 37 S.H. 434 N/A 26 x 50 S.H. 435 27 4 X 63 26 X 62 1/2 S.H. J36 274X72 26X711/2 S.H. 22 37 J X 26 36 4 X 25 1/2 S.H. 23 37 J X 38 j 36 4 X 37 3/4 S.H. 24 37 j X 50 j 36 4 X 50 S.H. 25 37JX63 364X621/2 S.H. 26 37 j 72 36 } X 71 112 S.H. DOUBLE 2 WIDE 75" TALL 73 4 WIDE S.H. 32 54 X 26 52 4 X 25 4 S.H. 33 54 X 38 j 52 4 X 37 j S.H. 34 54 X 50 j 52 4 X 50 S.H. 35 54 X 63 52 } X 62 } S.H. 36 54 X 72 52 j X 71 j S.H. 39X59 40 X 59 N/A S.H. DOUBLE 39X59 79 X 59 N/A S.H. General notes R302.5 Dwelling/Garage Opening/Penetration Protection. • Openings from a private garage directly into a room used for sleeping purposes shall not be permitted. Door between garage and residence shall be equipped with solid doors not less than 1 3/8" in thickness, solid or honeycomb -core steel doors not less than 1 3/8" thick, or 20-minute fire -rated doors, equipped with self -closing device. • Duct Penetration. Ducts in the garage and ducts penetrating the walls or ceilings separating the dwelling from the garage shall be constructed of a minimum No. 26 gage (0.48 mm) sheet steel, 1 inch minimum rigid nonmetallic class 0 or classl duct board, or other approved material and shall have no openings into the garage. • Other penetrations shall be protected as required by section R302.11, Item 4. R302.6 Dwelling/Garage Fire Separation. The garage shall be separated from the dwelling as per the following: • From the Residence & Attics - Not Less than 1/2" Gyp. Bd. or equivalent applied to garage side. • From Habitable Rooms Above Garage - Not Less than 5/8" Type-X Gyp. Bd. or equivalent. • Structure(s) Supporting Floor/Ceiling Assemblies - Not Less than 1/2" Gyp. Bd. or equivalent. • Garages Located Less Than 3 Feet From Dwelling On The Same Lot - Not Less than 1/2" Gyp. Bd. or equivalent applied to the interior side of exterior walls that are within this area. R312.2.1 Window Sills. In dwelling units, where the opening of an operable window is located more than 72 inches above the finished grade or surface below, the lowest part of the clear opening of the window shall be a minimum of 24 inches above the finished floor of the room in which the window is Iocated.Operable sections of windows shall not permit openings that allow a 4-inch-diameter sphere where such openings are located within 24 inches of the finished floor. Chapter 45 Private Swiming Pools, Section R4501.17.1.9 All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 db a at 10 feet. Any deactivation switch shall be located at least 54 inches above the threshold of the access. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening. M1507.2 Recirculation of Air. Exhaust air form Bathrooms and toilet rooms shall not be recirculated within a residence or to another dwelling unit and shall be exhausted directly to the outdoors. Exhaust air from bathrooms and toilet rooms shall not discharge into an attic, crawl space or other areas inside the building. GAS APPLIANCES G.C. to verify location of gas riser before commencement of work. see Sht. SN1 for installation detail. Where gas water heaters are installed. Water heaters shall be installed a min. of 18" above flr. per FBCR G2408.2. Except where appliances that are listed as flammable vapor ignition resistant. OPENING PRESSURES ENCLOSED-EXPOSURE"C" 6A +25.6 / -27.8 W +25.6 / -34.3 © +24.5 / -26.7 OD +24.5 / -31.9 O +23.0 J -25.2 O +23.0 / -28.9 �G SEE SN SHEET Si7;4 NOTE: WIND SPEED INDICATED ABOVE IS AN "ULTIMATE" WIND SPEED. THE WIND PRESSURES LISTED ABOVE ARE ALLOWABLE PRESSURES WALL LEGEND MASONRY HGT. @ 9'-4" A.F.F. TYP. 2x FRAME WALL INTERIOR BEARING WALL INTERIOR BEARING WALLS NOTED "FLOOR BEARING ONLY" ARE FLOOR SYSTEM SUPPORTING ONLY AND REQUIRES NO UPLIFT CONNECTORS TO FLOOR SYSTEM AREA TABULATION 1ST FLOOR LIVING AREA 1817 LIVING TOTAL 1817 GARAGE 427 FRONT ENTRY 32 TOTAL AREA 2276 INSULATION REQ. LOCATION R-VALUE / TYPE EXT CONIC WALL R-4.1 HIGH PERM EXT FRAME 2 x 4 R-11/R-13 KRAFT FACED EXT FRAME 2 x 6 R-19 KRAFT FACED CONDITIONED CEILING R-30 BLOWN -IN (INSTALL BAFFELS AT EAVE) GARAGE SEPARATION (GARAGE / LIVING) j R-11/R-13 KRAFT FACED Z M 0 — o Z Z Q a Z Ln Q) N 4--J w U - w O E ~ E o V ~ U r- mr- (DM W — 4 W ~ C M M m M N O O8co = U� wU- f°a� < rn Lnaqv A , NCBDC co 04 N ' N A u 2,4 W. a m o� :mom_ O F E S S 1 O To the best of the Engi Vf ation, and belief, the structural plans andrs I ions 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. Q Z N 0 � N i>i�MQO M a4_j (0 Ln a cn •,_ � Q LL 13� za U E00 Z WJ C:) d' B� �Z W� �a tr `cizoU z 'j w Z 6tg v N I.- izZ Z - O L s.1 a � 0 T" r , V = T W W 1OWu pLL ZZ. O r � cc Ed gU4����az3 Z ^ � <Qc"8 w .�-t LL.I W Z � 5 �i-g M m Z Z g LU rn O .--t a = cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 1.0 0 0 MIRROR OWNER'S BATH KITCHEN ISLAND BATH 2 KITCHEN El :1 rn 0 M O N 0 -Alto T N OPT. REF. KITCHEN INTERIOR ELEVATIONS SCALE: 1 /2"=V-0" UILogo Z M 0 — o Z�Z Q J Z 0 V `N Q)ra W N TTTT� W p U — m- w O o o0 U W ' F— E 0 v) C w M O _O N y N L L L 00 7 O Y Q O) O It Q O A ' BDLO WC, B D C 0 Na••• -- / " •.0"U, 0 IcO �� O` i �Y1Qt �`Y'f M E N •.Q M � i � 0 �`\ To the best of the Enginee WUrmation, 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. >t 0 C) Z (V O(L)r�, U) C) M Q - Ln a cn •L d- QL a� M DC r, j z� Q � z § � Z W JC) Z W� za �a aa,:z OC W u zW�OzZ U) �! Z a o C) E U0�i0 L WQ z QO z I..L Z O CCCr— UU = Z LU �f '.. w0"� _wadi N Wok Q V ^ ~ O F O $�o Z a� J rl w � di a Z a C,5 zs ujr-< �z U-) enQ *k co Z tj hi �2 m O I ^ w = az LU rn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 2.0 - 4" THICK 1" 6" NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM / EPS MATERIAL IS ACCEPTED � BRACKET DETAI L • • _I�_i►3�. _ _ - — — — - — _ Via, — — — — — w • TEXTURED BAND ICI I_I1_I 00■ 0�0000 111��11�=� _ �00�0000 1 II 00■ 0000�0 _ �� I_I l_I 17MIiMiIICIICII'Millm 4'-0" RIDGE VENT T.O.P. — 16-0" RIDGE VENT 12 ;�1_5 --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------------------------------------- TEXTURED 2,_011 CEMENTICIOUS FINISH ON C.M.U. (TYP.) 25 SH 25 SH FRONT ELEVATION - Al SCALE: 1/4"=1'-0" RIGHT ELEVATION - Al : 1 /4"=1'-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. 0 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. Is 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 FOLLOWNG VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA I 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 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 ale Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT —Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 8e.25 = Amount of O'Hagin Vents Needed �LOU Z c — o Z (o Z Q o-. Z cn 4--+ W � p U — Ow ~ = o o Vi � c) 0 mr M W E — 8 of W cf M V `r' 9 �-• l`- 00 000 0 a r; � Qrn Lo 0q V 1Qo A ' N C B D C ���>>�111111i1t11/ ` \��• N PC'M� N •- o1�1b• o4 24:� Z. N lid Y _ �4� Q� �`% �• 0 • E o Q` v $' Qt. � ��•� .. o`er S S ,di 1O To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 0 Z t'V 0 CD > OD M Q 'gyp Ln z i2 tn•�� 0 < C LL Q `� a3-f°a00 z a E� z z WJ C:) d. z w� za z 8L) _O w Z Z �0 LL7 LU N � J LU z V 1 ` c LU V = D N Zoo` Q LU CC ��XQ z W In LJJ '19 6 a gr z u J ri zu $ Ln M Q Z Z ~ co _ Z 9 � rn O ,1 a cn E SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO. 10 SHEET NO. 3.1 12 5� 12 �5 T.O.M. _ — HDRHGT. — — — — — — — — — — — — — — — — — �1-On EXTENDED OVERHANG TO BE CENTERED ON DOOR CD TEXTURED bo co CEMENTICIOUS FINISH ON C.M.U. (TYP.) F.FL. 25 SH 25 SH 5068 SGD 12 5F� ------------------------------------------ TEXTURED CEMENTICIOUS FINISH ON C.M.U. (TYP.) 16-0" RIDGE VENT 12 �5 4'-0" RIDGE VENT REAR ELEVATION - Al HEEL ti �5 iv ----------------------- --- T.O.M. , ---------------------- ---- HDRHGT. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — TEXTURED CEMENTICIOUS c FINISH ON C.M.U. 00 co (TYP.) Fri 35 SH ] [—] F.FL. -------------------------------- ------------------------------------------ LEFT ELEVATION - Al CALE: 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 overwood-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 wails. • 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 FOLLOWNG VALUES, SEE ROOF PLAN'"' (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SO. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SO. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SQ. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SO. IN. OF NET FREE AREA/ FT. " (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 72 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 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) / 86.25 = Amount of O'Hagin Vents Needed 0r Z Cl) 0 — o 'o Z Q J t/) Z � cn W (a p •li t — �/ w O = f- �Vi o0 m ca U f- E '0 M C @ rM N 0.2 _ t U� ttLCO tea" CY QCL co O� �i<6 A , B Ds N C B D C ���'11111i t 111l/ co , N III�IIII •� L :Z C E_'L Na•�1 �� ••�\ SS !f 1� ,0 ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 CD Z N i� 0 ate.+ > U M O M Q U-) 'gyp Lr) a .L L_ U_ to CL M QC V a.00 Q Z fp W _J � d' 2 za U z U=80 �ZO0 OZ 0ce Q` S / W J U ci C4 k'L'ri N W 8 ' LU M U) z W � JT O = Q tu_R6 4 W cr_a U S Qti-' 20 cc W 0 � Z r^-I LL � a S LL1 qua M Z Z cog = �9 ,—I a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. 3.2 2" V. 2" *NOTE: VARIES 1" RADIUS M iv N N oo = co 1• FOAM TO BE USED ONLY WHEN - REQUIRED BY COMMUNITY SPECS. IF NOT, DETAIL TO BE 1" 2" OPENING VARIES 2" 2" BUILT W/ STUCCO. EDGE OF OPENING N N 3 1/2" RADIUS 3/4" RADIUS 1/2" RADIUS 1" a 4" 1/2" RADIUS VARIES VARIES - Mla •-IN 0 CV 22 VARIES 4„ 34, 4„ r%Hv 1„ JUT 4 42" y y II 'Ir Ihlj _ W 3" rIN „ a / LLL2„ I I I I VARIES 12 2 2 • M 11 32" 11" 42„ 1,_8„ 14 1 1/2" RADIUS 2 1/2" RADIUS 12 VARIES BASE ITN in r to • 3„ *NOTE: FOAM TO BE USED ONLY WHEN REQUIRED BY COMMUNITY SPECS. IF NOT, 1" DETAIL TO BE BUILT W/ STUCCO. VARIES OPENING VARIES 2" 2" EDGE OF OPENING 2 8" 2" �N 1 _6, 1" 1'-4" _ 1" CD r �I7 N I I 12' CO / rw r 24, O , 101,CV t„ 2a � 10" s° CV Z, (D 1-1/2" THICK 1-1/2" THICK ry IN M 1„ 2 Zv 2„ 4„ 3„ 2" 2„ iv W W 1>1 1-1/2" THICK 2a„ SIN C� 52, 2'_4" 1,-5„ �„ 1'-10" 32„ � _� 3" 1n w Q M t 54„ � I 1,�„ 3„ 4?� N LJ 22" rM - e 41 VARIES VARIES 4" 32„ Iz- Q� VARIES VARIES KEYSTONE F11 OPTIONAL o T rn KEYSTONE F11 °° OPTIONAL r--------- _ 00 tO ; RsCD 1� 2' 4a' `� a R4��" v 2" chi' • 2 4" GARAGE DR. OPENING 4" 3' 4 ' 4" • NOTE: OVER STONE, TYP. • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3" WINDOW OPENING 4"" VARIES f2" co N 1 " _ NOTE: • FIN. TO HAVE TRADITIONAL LOOK & SMOOTH FINISH • FOAM/ EPS MATERIAL IS ACCEPTED 3'-8" 4" 3'-0" 4" 10" 1'-4" 10" 14" 1''Sa" 14" iv 12 �„ 1,_12, �„ qy 7„ V-4„ CV _ CV T CN �^ ' N °? 9 IT M M r 1" Rzo" GENERAL NOTES: lci • • 6 1.5 LBS DENSITY STYROFOAM POLYCOAT (HARD COAT) ACRYLIC SAND FINISH to Ch Z cn o — o Z Z Q Z U0 CD (v ) U,;k Q U - 0 w � � ~ o ca VInI— IMU o 0 m � W E —8 W �M M C N fM 2 ;O M CN Ooo t lL� Sao Y Q Of 10 O C 06 a O A 1;e° B D. �~- O � � N co co C� N .w V C o °' d Z Ci Z d H rn 7 lL a L ?'d N o a� z vwrn 0 m 4 a L QCQ N �trrn«I LL O m m W vQN N J o In U O ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 0 Z fV O (U n IH 4-J Q t>-i M 00 M Ln Ln Q L- LL. z�"- CL M ry 00 Q � � zU Z J W d- �z w� za r48p Z W WqQ U Z Z < - f J W o-�8 L QICU ? O in 3 x Oz =w U W F o o I- -j LL U.,8j N A 5�9-1 � J Q W O Zak L L E Q Lij a ZI-Z z � k a Ln M In Z �0 m O Z g LU = o z Uj SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. F1 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 & outlets NEMA 1 200 AMP #12 copper to 20 amp clns #10.2 copper to WH #10-3 copperto Dryer METER II MAIN -V 2/0 or 4/0 SER Alu 200 amp 150 amp Disconnect POWER CO. FEED INTERSYSTEM 4 Bare Cu Ground BONDING #4 GROUNDING WIRE TERMINATION PER WITH CODE APPROVED NEC 08, 250.94 CLAMP PER 250.50 AND 250.52 OF THE 2011 NEC. GENERAL ELECTRICAL NOTES: Typical 150-200 Amp Electrical Riser Diagram (Updated 7-1-14) NOTE: ELECTRICAL MATERIAL AND INSTALLATIONS SHALL COMPLY WITH APPLICABLE Notes: unless otherwise noted, PROVISIONS OF THE NFPA 70 - 2011, LOCAL CODES AND THE LOCAL POWER CO. 1. Electrical outlet heights as measured from finished floor to centered line of the box to be: 16" AFF (general) kitchen 44" AFF bathroom 39" AFF laundry room 36" AFF exterior waterproof 12" AFF garage general purpose 42" AFF range 2" AFF 2. All trim plates & devices to be ganged, where possible. 3. Electrical switches to be at 42" centerline above finished floor. 4. Electrical plan is intended for bid purposes only. All work shall be done in strict accordance with the national electric code, latest edition, by a licensed electrical contractor who shall be responsible for the installation & sizing of all electrical, wiring & accessories. 5. Smoke detectors shall be in accordance with R314.1 and listed in accordance with UL 217. 6. Provide AFCI's (Arc -Fault Circuit Interrupters) combination type installed to provide protection of the branch circuits in all dwelling units per NFPA 70 and the 2011 NEC. 7. Provide Tamper Resistant Receptacles as required by the 2011 NEC, 406.11 8. Carbon Monoxide Protection: carbon monoxide alarms or detectors shall be installed in all dwelling units in accordance with FBC R315 and NFPA 70. Such devices shall be listed by the appropriate standard, either ANSI/UL 2034, standard for single and multiple station co alarms or UL 2075, gas and vapor detector sensor, according to the installation. 9. R315.1.2 Combination Alarms: combination smoke/carbon monoxide alarms shall be listed and labeled by a Nationally Recognized Testing Laboratory. 10. Keep all smoke detectors minimum of 36" from bathroom doors 11. In new construction, smoke detectors shall be hardwired into an A/C electrical power source and shall be equipped With a monitored battery backup. 12. Bathroom exhaust fans must vent to the exterior of the building, ventilation to attic space and soffits is not acceptable. 13. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 DBA at 10 feet, and either hardwired or of the plug-in type. The exit alarm shall produce a continuous audible warning when the door or window are opened.. 14. Add GFCI protection to receptacles in laundry rooms and utility rooms of dwellings where installed within 6' if the outside edge of a sink. This would include the receptacle installed for a washing machine. Receptacles outlests shall not be required on a wall directly behind a range or sink to fulfill the requirement for an outlet every 24". The width of the sink or range is not to be included in the spacing of the outlets unless the distance from the sink or range is greater the 12" for straight counter tops and 18" for sinks and ranges installed in corner counters. I ELECTRICAL KEY DUPLEX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER W.P. WEATHERPROOF DUPLEX OUTLET G.F.I. GROUND FAULT INTERRUPTER DUPLEX OUTLET HALF -SWITCHED DUPLEX OUTLET SPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET WALL SWITCH $3 THREE-WAY SWITCH 24 FOUR-WAY SWITCH $R RHEOSTAT SWITCH CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ORECESSED LIGHT FIXTURE P.C. LIGHT FIXTURE WITH PULL CHAIN TRACK LIGHT FLOURESCENT LIGHT FIXTURE Q EXHAUST FAN Qt EXHAUST FAN/LIGHT COMBINATION ELECTRIC DOOR OPERATOR (OPTIONAL) CH CHIMES (OPTIONAL) E 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 D9 ELECTRIC METER S ELECTRIC PANEL DISCONNECT SWITCH ® SPEAKER (OPTIONAL) �7 ROUGH -IN FOR OPT. CEILING FAN v J c� CEILING MOUNTED LIGHT FIXTURE W/ ROUGH -IN FOR G J OPT. CEILING FAN W (1) PHONE LINE, (1) DATA PORT EEJPAD DISC. WP GFI 1� PATIO W.I.C. ):�, I I ROUGH -IN FOR OPT. CLG. FAN/ LIGHT PRE -WIRE 1 OWNIER' SUITE I k � VERIFY METER LOCATION WITH BUILDER JOR EDROOM 2L BED�OOM ROUGH -IN FOR ROUGH -IN FOR I ( OPT. CLG. FAN/ / OPT. CLG. FAN/ II I LIGHT PRE-WIR� ,2\ LIGHT PRE -WIRE OUGH-INFOR� ell ' / LIGHT PRE-WIR I !^ I �tDf*�M 4 I \ N11 S.D S.D m m O O O I[DEDICATED RECEPTACLE FOR MICROWAVE RANGE C.M HOOD PER SPECS-- -- i _ � i 1 • �1I V 1 I� • a Ul`H' I ' L l - — 1 L1 I / / / ROUGH -IN F�R / OPT. CLG. F N/ LIGHT / 7-0" PRE -WIRE I / ------------ / PENDANT AS PER SPECS FAMILY ROOM CAFE / / / / / Ak Ak 2.3 VP 111 k II II OW Qa I I U I V I LL W I I WW w I ' W 2-CAR GARAGE I @ 44 „ A.F.F. GARAGE 1 I / LIGHT AS IGARAGE / PER SPECS DOOR GFI I I r I 11 I I ! 1 I I I I II I / IIJI I I L------------ GFI @ 44" A.F.F. A IRRIGATION ,WP GFI I ENTRY I I MAIN FLOOR ELECTRICAL PLAN SCALE: Y4'=1'-0" Z M — o Z CO Z Q J d U, Z V) n ' n Q) N w I) LLJ O � O TS ~ ,V U O m ~ tll I--- — 8 a�M C l6 M c`6 ;O cM 060 = yU_Go .1C Co* a o Ln O : Qrn rnQ6 A , B Ds N C B D C � � � N N � C � tun oogrn o olio m M W C di 5aa J Z U_ J LL 1� MEE a) W LL a w Ncm'ru < Z� t1 0 y=.W� LL �E�� W 0 mmo^ d� as tV J o 0 O U ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z No 0 � I� �°o M QU-)'(0pLn Q �J U_ Lfl ZC' M Q E06 Z W CD J � d' W - za �a o: gWWOt Uo�z J a f U �oL© Z p W Z N w V = 0W O o� ZOQ Z W O p U U0� Q oo ZLu LuQ Z 2 o�Z W LJ J Q � o Ln M Q Z uj Z Z Uj M ^ g o � SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. 4.0 VENTED SOFFIT a _1 C%n CT VENTED SOF 46 SQ. ATTIC VENTILATION CALCULATIONS 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 ventilation of vented IN. of of vented ventilation to be provided SQ. IN. of SQ. IN. of Ventilator s See Elev ( ) required soffit re q ventilation Soffit y pp Ventilation Ventilation needed required needed ventilators Main 20,00000 2.000000 Floor 2276 2185 312 1092 78 546 0 576.0 300.0 276.0 (Zone 1) **NOTE*' GENERAL CONTRACTOR MUST ENSURE THAT PROPER VENTILATION IS PROVIDED AT EAVES/SOFFITS AS REQUIRED BY FBC Sth 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 Sth EDITION (2014) RESIDENTIAL. IF LABELED AS "VENTED", NO FIRE PROTECTION WILL BE REQUIRED. VENTED SOFFIT VENTED SOFFIT 56 SQ. FT. ROOF PLAN SCALE: Y4'=V-0" General Notes ROOF CRITERIA: • 12" OVERHANG U.N.O. • PLUMB CUT FASCIA ROOF • PITCH PER ELEVATION **G.C. VERIFY ROOF PITCH** ROOF PITCH VARIES PER SUBDIVISIONS IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ROOF SLOPE REQUIREMENTS WITH TRUSS MANUFACTURER. **ELECTRICAL SPECIFICATION NOTES** ELECTRICAL CONTRACTOR MUST VERIFY WITH THE SPECIFICATIONS FOR THE TYPE OF FIXTURE TO BE USED. LIGHT FIXTURES SHOWN ARE FOR LOCATION PURPOSES. Exterior Covering R703.6 Exterior plaster. Installation of these materials shall be in compliance with ASTM C 926 and ASTM C 1063. R703.6.1 Lath. All Lath and lath attachments shall be of corrosion -resistant materials. Attached per ASTM C 1063. R703.6.2 Plaster. Plastering w/ portland cement plaster shall be not less than three coats when applied over metal lath or wire lath and shall be not less than two coats when applied over masonry, concrete. R703.6.3 Water- Resisitive Barriers. Water-resisitive barriers shall be installed where cement plaster (stucco) is to be applied over wood -based sheathing, shall include a water -resistive vapor -permeable barrier. The individual layers shall be installed independently such that each layer provides a separate continuous plane and any flashing intended to drain to the water -resistive barrier is directed between the layers. The barriers shall consist of one of the following. 1. Two layers of an approved water resistant barrier material in accordance with R703.2. 2. One layer of an approved water -resistive barrier (paperbacked stucco lath) over an approved synthetic house wrap. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into the wall cavity or penetration of water to the building structural framing components. Flashing shall be installed at the following locations. • Exterior window/door openings. • Intersection of chimneys or other masonry contructions with frame walls. • Under and at the ends of masonry, wood or metal copings and sills. • Continuously above all projecting wood trim. • Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. • At wall and roof intersections • At Built-in gutters. Attic Ventilation Attic Ventilation to be in compliance with the Florida Building Code 5th Edition (2014) Residential R806. The Minimum net free ventilating area shall be 1/150 of the area of the vented space. The ventilating area may be reduced to 1/300 provided that at least 40% but no more than 50% of the required ventilation is provided in the upper portion of the space to be ventilated.Upper ventilators shall be located no more than 3 feet (measured vertically) below the ridge or highest point of the space, with the balance of the required ventilation provided by eave or cornice vents. *"CALCULATIONS BASED ON THE FOLLOWING VALUES, SEE ROOF PLAN" (Values to be verified with Manufacturer Specifications) • RIDGE VENTS 15 SQ. IN. OF NET FREE AREA / LINEAR FT. • OFF -RIDGE VENTS 138 SQ. IN. OF NET FREE AREA / UNIT • SOFFIT VENTS 7 SQ. IN. OF NET FREE AREA / SO. FT. • O'HAGIN WEATHERMASTER (Shingle Roof) - 72 SQ. IN. OF NET FREE AREA/ FT. *' (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) 172 = Amount of O'Hagin Vents Needed • LOMANCO DECK -AIR (Shingle Roof) - 9 SQ. IN. OF NET FREE AREA / FT. "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 9 = Linear FL of Deck -Air Needed) • O'HAGIN (Tile Roof) - 86.25 SO. IN. OF NET FREE AREA / VENT "Formula: (Sq. Ft. Soffit Needed) x 7 = (Sq. In. Needed) / 86.25 = Amount of O'Hagin Vents Needed 8 0!P z Cl)— o fO z z Q J Z W o W O ~ Cn ~ y o 0 mn MV03U W E ' F - 8 0 Cl) M C N M O cm,— .2, U� Sao < A < o B D• N C s D C 1 ,RO W P o �°`'\', ,�■j.�.Z Z r M W O Iv r Q <mLL� F Z _a i - O IN l�N•�.•t0'.P I '- va 7fef/fff111111a,11 o 1 ❑ ❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O O z N O� � M O M Q (!) M Lf) a. to •L Q — Ln Cy. Ufv z FCL M Q � � fC z C:) WJ Z UJ0 UJ Za P'ov Row (DoLHZ ly28 U W i a~� i IZn go U in 3 U :a rl Z LL o < W ggaW 0 µLL r R O J`L O UCei� N Z� Qa a ��o z ^ J W oe V I Q z Z U Ln M *k m LM ^ z z LV o '11O ,--I _5 a = cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 2n0 SHEET NO. 5.0 c c 3' H.B.+ 59'-4" ■ ■ ■ i i- ..�.�.�.�..��� ...��� �._......�. . •ice — — — —I— — :.r ICN -i i- -Ili Ili Ili li ■ �_ ...—..�.�.......�.�.�.�.�.�.�.�..... I clu 1 'a' 3-1/2" MIN 2500 PSI CONC I ; \ I I 1 �;� I SLAB OVER 6 MIL VISQUEEN VAPOR BARRIER `\` \ o I (3000 PSI CONC. SLAB FOR �\ I HERNANDO COUNTY ONLY) p_p �' 13-54" CJ 7'-2" CJ t CJ to CJ CJ I \`\` I I00 I \\` Cn tl1 iocr) ■ r 0 0,-0, ........................ ........... :— — — ......... ....................... ....••.....•••.60 Ik71 A CJ TCJ CJ lI K (2) #5 REBAR VERTICALS w/ in I FILLED CELL B 23'-11" 2'-10" I: I I G I O I I K q � _o Cl) bN 2'-6"x2'-6"x1'-0" S3 C J _ __ _NKw/ DISP _ _ *- I W/ 3-#5 E.W. I I D. � — ' LOW WALLS SAND I I I I C ASE TO ■' �O �___� I ISLAND -------- 1 1 } I I S3 1 G ;III J I I S3 o v ......... L - - --- • I::.......... I � L_ I I L— _— __ _ — — — — o — — q CJ I — — — — — —J CJ CJ � :: CJ r N S3 64" T-8" 7'-8" :: 2'- ' SLOPE -3 1/2" I 7'_t, I 13 121'-24„ 5 32'-84" (2) #5 REBAR = ' U c 31/2" I I I PROVIDE 1 Y" RECESS — VERTICALS w/ in I I ` >� I FILLED CELL \\ I ( S3 k. HVAC CHASE ` W.H. FOR SGD. REFER TO LO I r BASED ON L TYP MASON'S SLOPE FOR I WIDTH I I LOCATION : I CJ INDICATES FILLED CELL w! 3000 ........... L._- ■ .o■ ■ ■ ■ ■ CJ C fV STEPS AS REQUIRED I �0-p PSI CONC. GROUT FROM FT. TO 1� I BEAM W/ (1) #5 REBAR VERT = � 2-011 [ 4-0' 2'-0" 6'-0" 1'-10 5-2" I I c4 � � �� o 9 = r PER FIELD CONDITIONS : I ABOVE SLAB TYP @ ALL PLACES SHOWN HOOKED FTG. i. TOP OF CONCJ PAVER TO BE 4" �T BELOW FIN. FLR. &_31/2" I `t `n DOWELS 5" EMBED W/ 25" EXT. SLOPE 10 PROVIDE Y2" x 9" - cc) ABOVE SLAB "GRADE 40 STEEL" RECESS FOR FRT. DOOR N : ................... .......... i................ ...................... o :F7 7'-1 6'-0" -2" -1" H.B. L S3 2-6" x 2'-6" x 1'-0" 3'-0" TYP W/ (3) #5'S E.W. P FOUNDATION PLAN SCALE: %4'=1'-0" NOTE: • WHERE PROJECT IS TO BE LOCATED IN KNOWN RADON GAS PREVALENT AREAS, APPENDIX "E" OF THE FBC 5th EDITION (2014) BUILDING IS TO BE IMPLEMENTED. CONCRETE STRENGTH IN THESE AREAS TO BE A MINIMUM OF 3000 P.S.I. THEREFORE, ANY AND ALL NOTES ON THESE PLANS THAT INDICATED 2500 P.S.I. SHALL BE REPLACED WITH 3000 P.S.I. FOR THE CONCRETE STRENGTH • SEE SHEET SN FOR SOIL & TERMITE NOTES. BORATE / BORACARE TREATED LUMBER IS AN ALTERNATE TERMITE PROTECTION TO SOIL POISONING W.W.M. PLACED IN 1/8" SAWCUT x 1/4 SLAB UPPER 1/3 OF SLAB THICKNESS WHERE OR FIBERMESH SHOWN ON REINF. SEE PLAN. FOUNDATION PLAN , V w w z •< .. CIO 0- CONTROL JOINT DETAIL SCALE: 11/2"=1'-0" #5 CONT REINF. SEE FIND. FOR QUANTITY #5 X 25" X 25" CORNER BAR ONE FOR EA. HORIZ. REBAR, TYP. U.N.O. *Alternate: -he reinf. bars shall be ;ont. around corner by cold fending the bar w/ min. bar lap of 25". TYP. CORNER BAR DTL. SCALE: 1 1 /2"= V-0" to (9 �,_ Z c'') O —0 Z Z Q I Z Z N w Q U — O w ~ o v) ~ o 0 m t` V LU E i3 - W ~ o rnM M C N f M - 'O M O O O = Uj V N sU_ 00 0 C Y < 0 0 � v A ,C NCHD B D• !aT a E� N co�� rnLLV� j xoo��C QUa�� P� y�4L- w UMW ISS1O F ,r(yA, ,v%x ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO 0 n H U M O M M Ln to O Q LL n �M V ry z 00 < - z:;: E Z J C) W 0Z W� as f.� Z J 4°0. a— ��zz4 68 z ¢S'f J z 8 14 L O �tj© z �i O U cn 3 =1Z O 0 U = Z cO L o� o 4J � G w0"JJC� Z J rl ,T—I L11 a Q o LI..I Q Z Z U w~ Ln M # LM Z�$ Z � i Cal � _ ¢Z LU cn g SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO• 10 SHEET NO. 6.0 0 %—/ %-1 UPLIFT CONNECTION CROSS-REFERENCE MARK SIMPSON STRONG TIE USP MANUFACTURING, INC. O CONNECTOR CAPACITY FASTENERS CONNECTOR CAPACITY FASTENERS SYP SPF SYP SPF A HETA20 1810 9 -10d x 1 1/2" HTA20 1615 1585 10 -10d x 1 1/2" B HETA16 1810 9 -10d x 1 1/2" HTA16 1615 1585 10 -10d x 1 1/2" C H2.5A 600 535 10 - 8d RT7A 670 565 10 - 8d X 1 1/2" D I H3 455 320 8 - 8d RT3 610 525 8 - 8d X 1 1/2" E META20 1450 7 -10d x 1 1/2" HTA20-18 1400 1400 10 -10d X 1 1/2" F HHETA20 2235 10 -10d x 1 1/2" G H10A 1340 1015 18 -10d x 1 1/2" RT16A 1380 1160 9-10d X 1 1/2% 8-10d H HTT4 3610 3105 518" ANCH. 118 10dxl-1/2 HTT4 2715 5/8" ANCH. ! 20 10dxl-1/2 J HTT5 4350 3740 5l8" ANCH. / 26 10dx1.1/2" HTT5 3225 518" ANCH. /(28)10dx1.1/2 K 1 5/8" DIA. BOLTS TDX2-TZ 2345 — 2 - 5/8" DIA. BOLTS L 5/8" ANCH. 3/4" STUD BOLTS TDX6 5320 — 2 - 7/8" DIA. BOLTS M HD7B * 6645 5650 17/r ANCH. 314" STUD BOLTS TDX10 7845 — 4 - 7/8" DIA. BOLTS N I UR 6 1165/1070 ** 1005/91 ** 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 1 1005 14-10d x 1-1/2" T MTS20 1000 860 14 -10d x 1 1/2" MTW20 1195 1005 14-10d x 1-112" U MGT/MUGT 3140 3140 22 - 10d X 1 5/8" ATR W/ 5" EMBED W/ SIMPSON "SET" EPDXY V LGT2 2150 1850 (16)16d SINKERS & (7) 1/4" x 2-1/4" TITENS LUGT2 1850 1810 (16)10d NAILS AND (5) 1/4" x 3" WEDGE BOLTS "X" HTS 20 1450 1245 24-10d X 1 1/2" HTW20 1530 1285 24-1Od X 1 1/2" SP1 585 535 10 -10d SPT22 685 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 1480 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) (+ t OR 2 PLY CARRIER 1-8-8 CLEAR GAP BETWEEN (B) TRUSSES (+/- 6") 'FASTEN EACH (B) TRUSS WEB TO EACH (A) TRUSS TOP CHORD @ EVERY INTERSECTING POINT SHOWN ON THE HIP TRUSS SYSTEM BELOW. FASTEN TOP CHORDS OF EACH (B) TRUSS TO THE TOP CHORDS OF (A) TRUSSES AT EVERY OTHER INTERSECTING POINT ("). (B INTERSECTING POINT TO BE FASTENED WITH 2 -16d COMMON NAILS OR 0.128" x 3" GUN NAILS. FASTEN BOTTOM CHORD OF (B) TRUSS TO TOP CHORD OF CARRIER TRUSS WITH (+) THE SAME SPECIFIED COMMON NAILS OR GUN NAILS AT 48" OC. (+) IN LIEU OF PREFABRICATED HIP PLANING TRUSSES, (B) 2x4 SO. PINE #2 OR #2 PT. STICK LUMBER (LAID FLAT WISE) MAY BE USED. FOLLOW FASTENING SCHEDULE AS DEFINED FOR HIP PLANING TRUSSES. R1 '571 QT STICK FRAMING SPLICING IS ALLOWED BETWEEN TRUSSES OR AT TRUSS OR q ROE CONT LEDGER (A) INTERSECTIONS. SPLICING TO BE STAGGERED BETWEEN COMMON TRUSSES, NO CATS REQUIRED UNDER STICK FRAMING SPLICING. MINIMUM LENGTH OF STICK FRAMING TO BE 6-0" ON A HORIZONTAL PROJECTION. NOTE: SEE SHEET D-1 FOR ROOF FRAMING DETAILS 1. (2) 12d TOENAILS EACH SIDE OF FLOOR TRUSS TO WALL OR BEAM BELOW TYP @ INT. BEARING U.N.O. ROOF FRAMING PLAN SCALE: %4'=1'-0" (Dv Z c`') — o Z Z a J Z tnno'' UI �cn w p U 0 — w C = o Vi o0 �V) ~ U mI-- dM w F— E — $ C)MCCM N D O O" N U w LL 0 CO Y Q rn LA Oa 'T 0 < A B , D. N C-B D C `•`��•�S• o T` o 0 23 o C%11 to niJ :> 00 LL IT ✓;or O U To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 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. L# 0 C--) z tV O� i>ic)O M Q 0 Ln a of •i � H L-U� a .� DC U� p_ a �� Z fa WJ C:) C}' o= 11 �a fg U Q gU� J �=H J 10: Z 0 LW, 0 U Ly L g Z y0 ce- Q�+ g z LL U = J LL o� J;. 0 O 0 � Ukwi Q C— 1 ` cc: z Q ad- ¢oLuo z z a� J rl LLI 2 Q LLJ ¢ zLU < z a Q �$ u7 M Ln z � 0 m � Z w �0 w ,-i CL cn SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES 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 1 T-4" and longer with a nominal height of 8" meet or exceed U180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9, Safe load ratings based on rational design analysis per ACI 318 and ACI 530 10, Product Approvals: Miami Dade County, Florida Nos.03-0605.05 and 03-0605.04. 11. The exterior surface of lintels installed in exterior concrete masonry walls shall have a coating of stucco applied in accordance with ASTM C-926 or other approved coating. 12. Lintels loaded simultaneously with veritcal (gravity and uplift) and horizontal (lateral) loads shoud be checked for combine loading with the following equation: Applied vertical load ♦ Applied horizontal load �� . 0 afe vertical load Safe horizontal load GENERAL CONCRETE LINTEL SCHEDULE 8F8-1B/1T 8F8-0B/1T 8RF6-0B/1T APPROVED LINTEL MANUFACTURERS: CASTE-CRETE, QUALITY O 00 O O � O 8RF14-iB/iT 8RF14-0B/1T 8F16-0B/1T © 0 O 8F44 1 B/1 T 8F40 1 B/1 T 8RF400B/1T 8F321B/1T -P o O 8F16-1 B/1 T ®O O 8F20-0B/1T i E � F = FILLED WITH GROUT / U = UNFILLED R = RECESSED QTY. OF #5 REBAR @ BOTTOM OF LINTEL CAVITY w 8F 16— B/1 T a ,hZ tNOMINAL, QUANTITY OF WIDTH #5 REBAR AT TOP NOMINAL - HEIGHT MATERIALS 1. c pr mtels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. grouted per ASTM C476 fg = 3000 psi w/ 4. maximum 3/8" aggregate and B" 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. FORM &GROUT SOLID O r W O #5 BAR CONT. 8F12-1B/1T "V" LINTEL DETAIL SCALE = N.T.S. C C c OrCC C Q 0 #5REBAR ATTOP ALTERNATE POWERS MIN. (1) REQ'D e CLEAR STEEL LINTEL O ° A G ° .M.U. #5 REBAR AT TOP A° A MIN. (1) REQ'D—Q 1.112"CLEAR a , ° 4 a° GROUT J D i-11 Q C.M.U. n 5 REBAR AT = N i j — 4 BOTTOM OF rn z Lu w w 0 v) LINTEL CAVITY uJ O � ` Z —BOTTOM REINFORCING PROVIDED IN LINTEL O ¢ 0 < 0 a�� Z z '� P w ,n < _' O 3 ¢ 1' _ D D �o �. Qo 5 REBAR AT BC AS INDICATED ✓8"ACTUAL MINAL WIDTH (VARIES) r~n LINTEL MINIMUM DEPTHS ARE CALLED OUT ON LINTEL PLAN. IF CONTRACTOR INSTALLS A DEEPER LINTEL THAN INDICATED ON THE PLAN, DOING THIS INCREASES THE STRENGTH OF THE LINTEL AND IS APPROVED WITHOUT ENGINEERING LETTER. IF A SMALLER LINTEL IS INSTALLED CONTACT E.O.R. FOR APPROVAL. (SEE LINTEL PLAN FOR SCHEDULE) 16 GAUGE POWERS STEEL BOXED LINTEL POWERS STEEL BOXED LINTEL NOTES (ALT.) ONLY IF NOTED ON LINTEL PLAN 1. Refer to manufacturer's specifications for installation. 2. Contractor to provide proper protection of lintel to prevent rusting Refer to manufacturer's specifications. 3. If lintel is scratched or damaged refer to Powers Steel for repair. 4. Lintel depth to match precast depth. One #5 Bar required at top see lintel plan/details for bottom steel required. 5. A bonding agent must be applied to the Steel Box lintels prior to applying the cemendtiuos coating. See contractor specifications 5'-10" LL W-6" LL O O 5'-10" LL O 17'-4" LL ( MIN. LINTEL PLAN SCALE: %4'=V-0" Z M 0 —0 Z CO Q J i2 Z Z N w OE w = o (%) ~ `0 U 0 Co 04 W E 1--- — 8 0)M C (a M f`6 -0co O ON ai U L LL CD 0 �Y rn CL 0 Lo ov A ' B D• N C B D C If eti 4.0 ro \ 0 U_•Z UJ UA W c Q g z O •' a,,� W' N,... ���. l�"'ay}�1E�il��� ❑ 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 0 f/-t M O M a��`n Q (V Ln Q CY fJ ri Z 00 Q Z § f0 Z W W Za w¢ir[r UZOO Z ..J X tszzV Z �wxJ V Um 04 � LyILl,1� t L } OV LL cn 3 D z O U = J zl� ;�f ��Z aleP 0 N J < Q d' ^ `I-fo sg Z w aw � -,o 4 W Q Z ZU w~ Z M Z �j90 Alb � ^ �Z' a W f ...� SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION NO" 10 SHEET NO. 8.0 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 R GENERAL ( ) 0 G ER L 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 ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH(610MM) ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES (1524MM) ABOVE THE FLOOR OR WALKING SURFACE. 7. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL, OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS 5 AND 6 ABOVE, THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 7.1 EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.836 M2). 7.2 BOTTOM EDGE LESS THAN 18 INCHES (457 MM) ABOVE THE FLOOR. 7.3 TOP EDGE GREATER THAN 36 INCHES (914 MM) ABOVE THE FLOOR. 7.4 ONE OR MORE WALKING SURFACES WITHIN 36 INCHES (914 MM) HORIZONTALLY OF THE GLAZING. 8. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN FILL -PANELS. 9. GLAZING IN WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524 MM) ABOVE A WALKING SURFACE AND WITHIN 60 INCHES (1524 MM) HORIZONTALLY OF THE WATERS 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 34NCH(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 Yi 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. LOWERED WINDOWS AND JALOUSIES COMPLYING WITH THE REQUIREMENTS OF SECTION R308.2. 8. MIRRORS AND OTHER GLASS PANELS MOUNTED OR HUNG ON A SURFACE THAT PROVIDES A CONTINUOUS BACKING SUPPORT. 9. SAFETY GLAZING IN SECTION R308.4, ITEMS 10 AND 11 IS NOT REQUIRED WHERE: 9.1 THE SIDE OF STAIRWAY, LANDING OR RAMP HAS A GUARDRAIL OR HANDRAIL, INCLUDING BALUSTERS OR IN -FILL PANELS, COMPLYING WITH THE PREVISIONS OF SECTION 1012 AND 1607.7 OF THE FLORIDA BUILDING CODE, BUILDING; AND 9.2 THE PLANE OF THE GLASS IS GREATER THEN 18 INCHES (457 MM) FROM THE RAILING. 1. SPECIFICATIONS 1.1. CONSTRUCTION: ACI 318-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1. 1.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 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 TR11-02. 1.2. DESIGN: 1.2.1. ACI 301-11 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 1.2.2. ACI 530-11, ASCE 5/TMS 402-11 & ACI 530.1-11, ASCE 6/TMS 602-11 SPECIFICATIONS FOR MASONRY STRUCTURES. 1.2.3. ASTM C270-07a, C90-06b & C91-05 SPECIFICATIONS FOR MASONRY STRUCTURES 1.2.4. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, 2012 EDITION, AND ALL ACCOMPANYING SUPPLEMENTS. 1.2.5. PLYWOOD DESIGN SPECIFICATIONS (APA) 1.2.6. FLORIDA BUILDING CODE (FBC) 5th ed. (2014) AND FLORIDA BUILDING CODE 5th ad. RESIDENTIAL (FBCR) 1.3. SHOP DRAWINGS: 1.3.1. THERE SHALL NOT BE ANY DEVIATIONS FROM THESE DESIGN PLANS BY OTHERS DURING THE PREPARATION OF SHOP DRAWINGS WITHOUT WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 1.3.2. ALL SHOP DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 1.3. 3. ALL ROOF AND FLOOR TRUSS SHOP DRAWINGS ARE TO BE SIGNED AND SEALED BY A FLA. REG. PE. AND SHALL INCLUDE: DRAWINGS AND CALCULATIONS, REACTIONS AND 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: ONCRE E. 150 P CF 2.1.3. UNIT WEIGHT OF 8" C.M.U. BLOCK 55 PSF 2.1.4. 1ST FLOOR SUPERIMPOSED LOAD: 20 PSF 2.1.5. UNIT WEIGHT OF 2x4 PARTITION WALLS: 11 PSF 2.1.6. UNIT WEIGHT OF 2x6 BEARING WALLS: 12 PSF 2.1.7. BALCONIES & DECKS: 15 PSF 2. 1.8. TILE ROOF TOP CHORD : 15 PSF BOTTOM CHORD: 10 PSF 2.1.9. SHINGLE ROOF TOP CHORD : 7 PSF BOTTOM CHORD: 10 PSF 2.1.10. FLOOR TRUSSES 15 2.2. LIVE LOADS: 2.2.1. SIDEWALK AND DRIVEWAY LOAD: 250 PSF 2.2.2. GARAGE LOADS : 40 PSF 2.2.3. PARTITIONED ROOMS: 40 PSF 2.2.4. BALCONY AND DECKS: 60 PSF-UNDER 100 sq. ft. 2.2.5. STAIRWAYS AND LANDINGS: 40 PSF 2.2.6. SLEEPING ROOMS: 30 PSF 2.2.7. FLOOR TRUSS TOP CHORD MINIMUM: 40 PSF 2.2.8. ROOF TRUSS TOP CHORD MINIMUM: 20 PSF BOTTOM CHORD (ATTIC W/O LIMITED STORAGE) : 10 PSF (NON -CONCURRENT) BOTTOM CHORD (ATTIC W/ LIMITED STORAGE) : 20 PSF 2.3. RAILING LOADS: 2.3.1. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT AND IN ANY DIRECTION ON THE RAILING. 2.3.2. ALL RAILING AND GUARD RAIL SYSTEM'S ARE TO BE DESIGNED TO WITHSTAND A HORIZONTAL LOAD OF 50 PLF ON THE GUARDRAIL AND A SIMULTANEOUS LOAD OF 100 PLF APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL 2.3.3. GUARDRAIL SYSTEM SHALL BE DESIGNED TO WITHSTAND 2001b CONCENTRATED HORIZONTAL LOAD APPLIED ON 1 SQ. FT. AT ANY POINT IN THE SYSTEM. 2.3.4. 2.3.1., 2.3.2 & 2.3.3. ARE NOT REQUIRED TO BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE THE MAXIMUM STRESSES IN THE MEMBER COMPONENTS. 2.4. WIND LOADS: 2.4.1. WIND DESIGN TO BE CONDUCTED IN ACCORDANCE WITH SECT. R301.2 OF THE FBC 5th ad. (2014), AND CONDUCTED BASED ON A 140 MPH 3 SECOND GUST, EXPOSURE "C", IMPORTANCE FACTOR "I" = 1.0. ENCLOSED BUILDING 2.4.2. NET UPLIFT DEAD LOADS -10 PSF SHINGLE, 15 PSF TILE 2.4.3. WIND LOAD DETERMINATION BASED ON ASCE 7-10 2.5. DEFLECTIONS: 2.6.1. FLOOR TRUSSES SHALL LIMIT DEFLECTION TO U480TIMES THE SPAN FOR LIVE LOADS AND U240 TIMES THE SPAN FOR TOTAL LOAD. 3. DESIGN METHOD 3,1. LOAD FACTOR DESIGN: 3. 1. 1. THE LOAD FACTOR DESIGN METHOD WAS USED TO DESIGN: CAST -IN -PLACE CONCRETE SLABS AND FOOTINGS 3.2. SERVICE LOAD DESIGN: 3.2.1. THE SERVICE LOAD DESIGN METHOD WAS USED TO DESIGN: MASONRY WALLS AND LINTELS INTERIOR AND EXTERIOR WOOD FRAMING AND SHEATHING STAIRS AND FLOOR FRAMING ROOF FRAMING, SHEATHING AND UPLIFT 3.3. LOAD COMBINATIONS FOR LRFD DESIGNS: 3. 3. 1. THE FOLLOWING LOAD COMBINATIONS WERE DESIGNED FOR: TOTAL DL + FLOOR LL + ROOF LL TOTAL DL + FLOOR LL + WL TOTAL DL + WL 3.3.2. ALL ROOF AND FLOOR TRUSSES SHALL BE DESIGNED TO RESIST THE WORST LOAD COMBINATION RESULTING IN THE MAXIMUM STRESSES PLACED ON THAT COMPONENT. BOTH PARTIAL, FULL, AND ALTERNATING SPAN LOADING ARE TO BE CONSIDERED. 3.4. DESIGN ASSUMPTIONS: 3.4.1. ALL FOUNDATIONS ARE CENTERED UNDER SUPPORTED COLUMNS AND WALLS UNLESS SHOWN OTHERWISE IN THE DESIGN PLANS. 4. MATERIALS 4.1. REINFORCING STEEL: 4. 1. 1. REINFORCING STEEL SHALL BE ASTM A615 / A185M-04A MIN. GRADE 40, fy = 40 Ksi 4.1.2. LAP SPLICE SHALL BE AS FOLLOWS: #5 BAR 25", #4 BAR 20", #3 BAR 20". 4.1.3. ALL DIMENSIONS PERTAINING TO THE LOCATION OF REINFORCING ARE TO THE CENTERLINE OF EACH BAR EXCEPT WHERE THE COVER DIMENSION IS SHOWN TO THE FACE OF THE CONCRETE. 4.1.4. REINFORCING DETAIL DIMENSIONS ARE OUT TO OUT OF BARS. 4.1.5. REINFORCING MECHANICAL COUPLERS ARE TO DEVELOP 125 % OF THE REQUIRED YIELD STRENGTH OF THE BAR AND ARE TO BE APPROVED BY THE ENGINEER OF RECORD. 4.1.6. DESIGN COVER REQUIREMENTS: C-I-P CONCRETE FORMED AGAINST EARTH: 3" C-1-P CONCRETE EXPOSED TO EXTERIOR: 2„ C-I-P CONCRETE NOT EXPOSED: 1 y" GROUT FILLED MASONRY: 1 4.1.7. WELDED WIRE FABRIC (WWF): ASTM A-185/ A 185M-07 4.1.8. DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-11 (STRUCTURAL CONCRETE) ACI 530-11 (MASONRY STRUCTURES) 4.2. CONCRETE: 4.2.1. CONCRETE TYPE MIN. 28 DAY DESIGN (fc) MODULES OF ELASTICITY DESIGN (E) C-I-P CONCRETE (NORMAL WEIGHT) 2,500 Psi 2,850 Ksi C-1-P CONCRETE (NORMAL WEIGHT) HERNANDO CO. ONLY 3,000 Psi 3,122 Ksi C-I-P GROUT 3,000 Psi 3,122 Ksi 4.2.2. CONCRETE SHALL CONSIST OF 1" MAXIMUM AGGREGATE CONCRETE MIX WITH SLUMP BETWEEN 6" AND 7" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.3. GROUT SHALL CONSIST OF PEA ROCK (3/8" MAXIMUM AGGREGATE) CONCRETE MIX WITH SLUMP BETWEEN 8" AND 10" AT TIME OF PLACEMENT. SEE SPECIFICATIONS FOR ADDITIONAL CRITERIA. 4.2.4. CONSTRUCTION JOINTS WILL BE PERMITTED 4.2.5. METHOD OF CONCRETE FORMING, PLACEMENT AND CURING SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.2.6. EARTH SUPPORTED SLABS (EXCLUDING EXTERIOR WALKWAYS & DRIVEWAYS) : 31/2" MIN. THICKNESS W/ MIN. REINFORCEMENT OF 6.0 x 6.0 W/ 1.4 x 1.4 WWF @ MID -DEPTH OF SLAB. FIBER MESH PER DESIGN MIX MAY BE USED I.L.O. WWF @ CONTRACTORS DISCRETION. 4.2.7. CONCRETE PLACEMENT PRACTICES SHALL BE IN ACCORDANCE W/ ALL ACI- MCP 2011 STANDARDS. 4.3. CONCRETE MASONRY: 4.3.1. FILLED CELLS W/ (1) #5 BAR SHALL BE LOCATED PER PLAN. 4.3.2. LOAD BEARING CONCRETE MASONRY BLOCK SHALL BE ASTM C90-0601, TYPE II NON -MOISTURE CONTROLLED, 4.3.3. ALL CELLS & CAVITIES BELOW GRADE WILL BE FILLED W/ CONCRETE IN ALL STEM WALLS. 4.3.4. THE AGGREGATE STRENGTH OF THE BLOCK AND MORTAR SHALL BE F'm = 1,500 PSI MINIMUM. 4.3.5. METHOD OF CONCRETE MASONRY PLACEMENT AND CONSTRUCTION SHALL BE CONDUCTED IN ACCORDANCE WITH THE SPECIFICATIONS AS STATED. 4.3.6. MORTAR SHALL BE ASTM C270 TYPE "S" FOR ALL MASONRY CONSTRUCTION. 4.4. STRUCTURAL LUMBER : 4.4. 1.1• INTERIOR LOAD BEARING WALLS SPF #2, fb = 1,312 PSI, E = 1,400 KSI ALL EXTERIOR FRAMING SPF #2, fb = 1,312 PSI, E =1,400 KSI 4.4. 1.2. ALL FRAME WALLS TO BE CONSTRUCTED USING SPF #2, STUD QUALITY OR BETTER 4.4.2. ALL PLYWOOD USED FOR EXTERIOR APPLICATIONS SHALL BE APA RATED STRUCTURAL SHEATHING 15132" EXP 1 OR 7/16" STRUCTURAL 1, U.N.O. 4.4. 3. ALL PLYWOOD USED FOR INTERIOR APPLICATION H S SUCH AS SUB FLOORING AND SHEAR WALLS SHALL BE APA RATED SHEATHING EXP 1 U.N.O. 4.4.4. IF OSB BOARD IS TO BE USED IN PLACE OF PLYWOOD IS TO HAVE SIMILAR OR GREATER SECTION PROPERTIES. 4.4.5. ONLY STRUCTURAL LUMBER TO BE USED FOR AN EXTERIOR APPLICATION. WOOD IN CONTACT WITH CONCRETE IS TO RECEIVE A STANDARD GRADE PRESSURE TREATING. 4.4.6. WHEN PRE ENGINEERED TRUSSES ARE CALLED FOR ON THE PLANS THE MANUFACTURERIS TO SUBMIT SHOP DRAWINGST H 0 THE ENGINEER OF RECORD. 4.4.7. DESIGN, FABRICATE AND ERECT WOOD TRUSSES IN ACCORDANCE WITH THE "DESIGN SPECIFICATION FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES" BY THE ANSI/TPI 1-2007, BCSI 4.4.8. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. 4.4.9. ALL EXTERIOR FRAME WALLS SHALL BE STUCCO FINISH- 7/8" STUCCO FINISH PER ASTM C. 926, APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK 4.4.10. INSTALLATION OF EXTERIOR LATHING & FRAMING SHALL COMPLY TO ASTM C 1063 PER FLORIDA CODE R706.6.1 4.5. FASTENERS AND TIE DOWNS: 4.5.1. FASTENERS AND TIE DOWNS SHALL CONSIST OF BUT ARE NOT LIMITED TO: SHAPES, ANGLES, CHANNELS: ASTM A36/36M 05 Fy = 36 Ksi ROUND METAL PIPE: ASTM A53, GRADE B Fy = 35 Ksi SQUARE METAL TUBING: ASTM A500, GRADE B Fy = 46Ksi HIGH STRENGTH BOLTS: ASTM A325 MACHINE BOLTS: GALVANIZED ASTM A307 4.5.2. SHEET METAL ACCESSORIES SHALL CONFORM TO: Fy = 33KsiWITH G90 GALVANIZED COATING IN ACCORDANCE WITH ASTM A525-87. 4.5.3. NAILS SHALL CONSIST OF: COMMON WIRE NAILS WITH MINIMUM DIAMETER AS FOLLOWS: 8d = 0.131 ",10d = 0.148", 12d = 0.148",16d = 0.162". 4.5.4. ALL FASTENERS AND TIE DOWNS EMBEDDED IN CONCRETE OR USED IN AN EXTERIOR APPLICATION ARE TO RECEIVE AN ANTI -CORROSIVE COATING BY MANUFACTURER PRIOR TO INSTALLATION. 4.5.5. ALL FASTENERS AND TIE DOWNS ARE TO PROVIDE THE UPLIFT CAPACITY CALLED FOR IN THE PLANS ARE A MINIMUM. 4.5.6. ALL FASTENER TIE DOWNS, BEAM HANGERS, JOIST HANGERS, AND FLOOR TRUSS STRAPPING ARE TO BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 4.5.7. CONCRETE EMBEDDED'X BOLTS USED FOR UPLIFT ARE TO BE WET SET PRIOR TO INITIAL SET OF THE CONCRETE, SPACING AND ALIGNMENT ARE TO BE IN ACCORDANCE WITH THE DESIGN PLANS, U.N.O. ALTERNATES TO "J" 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 3/16", AWS CERTIFIED WELDERS. CERTIFICATION PAPERS TO BE SUBMITTED UPON REQUEST. 4.7.6. WHERE STEEL BEAMS ARE CONTINUOUS OVER COLUMNS, PROVIDE WEB STIFFENER PLATES ON EACH SIDE OF THE WEB, OF A THICKNESS EQUAL TO BEAM FLANGE THICKNESS, LOCATED AT THE CENTER LINE OF THE TUBE COLUMN. 4.7.7. THE STEEL FRAME IS "NON -SELF SUPPORTING". ADEQUATE TEMPORARY SUPPORT SHALL BE PROVIDED BY THE CONTRACTOR UNTIL REQUIRED CONNECTIONS OR 4.8. SOIL: ELEMENTS ARE IN PLACE. 4.8.1. MINIMUM SOIL BEARING PRESSURE CAPACITY OF 2000 PSF. FOUNDATIONS HAVE BEEN DESIGNED WITH THE MIN. CAPACITY OF 2000 PSF 4.8.2. ALL SOIL IS TO BE CLEAN & POISONED FOR TERMITES PER FBC 5th ad. (2014), RESIDENTIAL SECTION R318. 4.8.3. SOIL IS TO BE COMPACTED TO 95% MODIFIED PROCTOR AS DEFINED BY ASTM D 1557-02E01 TERMITE PROTECTION - CONTRACTOR TO USE (1) OF THE TREATMENTS BELOW Borate / Boracore treated lumber Soil Chemical Barrier Method Other treatment - Must specify proposed method and submit documentation, which substantiates the proposed method, is an approved termite protection system or method. OR CHEMICAL SOIL TERMITE TREATMENT IS USED 1. FRC R318.1- "A permanent siggn which identifies the termite treatment provider and need for re -inspection anXreatment contract renewal shall be provided. The sign shall be posted near the water heater or electric panel" 2. Condensate and roof downspouts shall discharge at least V-0" away from the building side walls. 3. Irrigation/sprinkler systems includingg all risers and spray heads shall n8t be installed within V-0" of the building side wall. 4. FRC R318.7 To Arovide for inspection for termite infestation, between wall covering and final earth grade shall not be less than 6 inches. Exception: Paint or decorative cementitious finish less than 5/8" thick adhered directly to the foundation wall. 5. FRC R318.1.1 - Initial treatment shall be done after all excavation and backfill is complete. 6. FRC R318.1.2 - Soil disturbed after the initial treatment shall be retreated including spaces boxed or formed. 7. FRC R318.1.3 - Boxed areas in concrete floors for subsequent installation of traps etc., shall be made with permanent metal or plastic forms. Permanent forms must be of a size and depth that will eliminate the disturbance of soil after the initial treatment. 8. FRC R318.1.4 - Minimum 6 mil vapor retarder must be installed to protect against rainfall dilution. If rainf II occurs before vapor retarder placement, retreatment is require 9. FRC R318.1.5 - nn�rete overpour and mortar along the foundation perimeter must be remov ore exterior son 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 jertical chemical barrier must be installed ater construction is complete, inc uding 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 i 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 9x7 +26.3 PSF / -29.8 PSF DOUBLE 16x7 +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" 1Y4" DRYWALL SCREWS AT 12" O.C. FOR CEILINGS AND 1Y8" DRYWALL SCREWS AT 12" O.C. FOR WALLS. ALL ENDS AND EDGES OF WALLBAORD SHALL OCCUR OVER AND BE SCREWED TO SUPPORTS. MAXIMUM SCREW SPACING AT ENDS (EDGES IN VERTICAL APPLICATION) SHALL BE 6" O.C. AT EACH SUPPORT. MINIMUM SCREW / NAIL DISTANCEFROM EDGE SHALL BE /". THIS SHALL APPLY TO BOTH CEILING AND WALL INSTALLATION. DRYWALL SHIMS SHALL BE USED ONLY WHERE NECESSARY. OPENINGS CUT FOR OUTLETS, SWITCHES, ETC, SHALL BE OF A TOLERANCE THAT CAN BE COVERED ADEQUATELY WITH NORMAL SWITCH PLATES AND COVERS WITHOUT ADDITIONAL TAPING OR CAULKING. DRYWALL SHALL NOT BE INSTALLED WITHOUT PROPER BACKING. NOTE: ALL HEADERS, BEAMS, ETC ARE TO BE SYP #2 OR BETTER AND OR MICROLAM AS INDICATED ON THE DRAWINGS AND CAN NOT BE REVISED. Z M -S Z Z Q J 12 d ncLn' (D Q) N w flu Q 0 LU E 0 o Cl) In U m04 W F- E - $ 0M Cl) C r0 M N -8 N 0-8. ' u-co 0 Y <Lrn V7 O V aQo Al B Ds N• C B D C If w�t X .,�����`t O/z// \� t�a CN l O 00 m 0-111 f-00 FL mimeo N !E' W N � E S S It �I �l;r'tlilltl � To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO O au N '"'4-JO M M Q 'MO L1) a cn•�� z in 0 N Q NLL� CL M IIY U CL 00 Q z E � z Z J W � Cr- 3� W� z Qa i5 ooWQ Z U Z Z z� t Y � J � ce 0�'® i- IE UJI o z z Z o a Q U _Uj oLLz N U) gLL)ar:j Z J ^ Ln LLI P �o LL aLL8 LLJ Z U M LM Q Z Z~ z m rn � :52 QW ,-i a U0 SCALE : AS NOTED DATE : 2/24/2014 TECH: IMJAM ES VERSION NO. 10 SHEET NO. SN CORNER OF HOME GARAGE SIDE J u w a c� ROOF DIAPHRAGM NAILING SCHEDULE RIrX;F I INF + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + o + + + + + + + + + + + + + + + + + + + + + + + + + +CD+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + '-0" (TYP.) 6+0 + + + 6'-0"+ + + + + + + + + + + + F+++ + + + + + + +++ +++ + + + + + + + + +TE,,+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ++ + + + + + + + + + + + + + ++ ++++++++++ + cy — 15/32" CDX PLYWOOD OR 7/16" OSB BRIDGE LINE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 140 MPH (ult)3 SECOND GUST EXPOSURE "C" WIND ZONE 8d RING SHANK NAILS @ 6" O.C. & 8d RING SHANK NAILS @ 6" O.C. EDGES & + + + + + 4" O.C. @ GABLE END WALL OR GABLE TRUSS 8d RING SHANK NAILS @ 6" O.C. INTERMEDIATE 0.113 INCH NOMINAL SHANK DIAMETER 0.113 INCH NOMINAL SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER RING DIAMETER OF 0.012 OVER SHANK DIAMETER 16 TO 20 RINGS PER INCH 16 TO 20 RINGS PER INCH 0.280 INCH FULL ROUND HEAD DIAMETER 0.280 INCH FULL ROUND HEAD DIAMETER 2 INCH NAIL LENGTH 2 INCH NAIL LENGTH NOTE: FOR 8d RING SHANK NAILS 0.113x 2x 3/8" RING SHANK COIL GUN NAILS MAY BE USED 1) SEE STRUCTURAL NOTES FOR SHEATHING SPECIFICATIONS AND WIND SPEED. 2) END JOINTS OF THE ROOF SHEATHING SHALL BE STAGGERED AND OCCUR OVER FRAMING MEMBER. 3) SCHEDULE ASSUMES SHEATHING IS FASTENED DIRECTLY TO SOUTHERN YELLOW PINE OR DOUGLAS FIR OR BETTER. IF ROOF FRAMING CONSISTS OF A LESSER GRADE OF LUMBER, CONTRACTOR MUST CONTACT ENGINEER OF RECORD FOR ALTERNATE NAILING PATTERN. Backer and Filler Block Dimensions BCI®Joist Backer Block 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 1.811.7 ,Hood panels 2 x — + 5/8" or 3/4" wood panel 1-1 /8" or two 1/2" 6500s 1.8/1.7 ,Hood panels 2 x — + 5/8" or 3/4" wood panel 1-1/8" or two 1/2" 602.0 wood panels 2 x — + 5/8" or 3/4" wood panel 902.0 2 x — lumber Double 2 x — lumber DOUBLE JOIST CONSTRUCTIM�l (Not required if both loaded equ Filler blocking 1/8" gap FILL CELL STD. 90° HOOK BOND BEAM WCr CONT. #5 CONT. #5 > STD. 90° BAR BAR HOOK F_ #5 CONT. FROM FOUNDATION TO HIGHEST BOND BEAM BOND BEAM STEP SCALE: N.T.S. 2nd FLOOR INTERIOR/EXT WALL SEE PLAN FOR MORE INFO CONT. BASE PLATE BEARING COLUMN SEE PLAN FOR REQ'D PLYWOOD FLOOR COLUMN AND SHEATHING PER PLAN CONNECTION TJI TO BE CUT TO ALLOW FOR BLOCKING/TJI MASONRY WALL OR INTERIOR BRG. WALL TJI PER PLAN OTHERWISE SOLID BLOCKING TO MATCH Solid block all posts from # OF 2nd FLOOR above to bearing below. STUDS SECTION @ INT. BRIG. WALL N.T.S. 1/8" min. min. 2" max )Small gap 2" • � 4 max. I Clinch nails when possible 1 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. 4 2x_: CONTRACTOR TO PROVIDE 2x TO FILL THE HEIGHT at 12" o.c., clinched when possible. Stagger rows from opposite required when indicated or " max. -Hangers with side nailing. OF THE JOIST ASA REQUIRED LEAVING Yg" GAP @ TOP sides by 6". - Hangers with sides not containing WEB STIFFENER top flange of joist. DOUBLE JOIST CONNECTION - Birdsmouth cuts. N.T.S. N.T.S. - Under 2nd floor column w/ loads h' h th 15001b hi SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer =1900 Of 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 ' 't lateral load. nail each side 10 -0 at bearing. TANK LESS W/H H C G O O O 5'-0" c STUB -OUT FOR GAS METER O U O N = • MEASUREMENTS ARE FROM FINISHED FLOOR • ROUGH -IN GAS TO RIGHT (ALWAYS) - 12" OFF -CENTER • ROUGH -IN ELECTRIC TO LEFT (ALWAYS) - 12" OFF -CENTER GAS CONNECTION DETAIL "ONLY APPLIES TO HILLSBOROUGH AND PASCO COUNTY" RAFTER SPAN TABLE MEMBER SIZE AND SPACING MAXIMUM LENGTH MEMBER CONNECTIONS* 2" X 4" @ 16" O.C. T-5" (2)16d TOENAILS 2" X 6" @ 16" O.C. 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. V-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) —J Bearing wall, Versa -Lam LVL or eD Glulam Beam Boise Joist Blocking I Isa 1" 11 Nil nails at R" n c Provide adequate bearing for each lapped joist. Odnails SECTION @ INT. BRIG. WALL N.T.S. ' MINIMUM SPACING = 2x GREATEST KNOCKOUTS) ALLOWED DIMENSION OF LARGEST HOLE IN BEARING ZONES D (KNOCKOUT EXEMPTS) \�Ct _ (see table below) D If (see table below) DO NOT cut, notch or drill flanges Web Stiffener Fastener Schedule Joist Bearin Location Series Depth End Intermediate ® BCI5000s 9-1/2" 2-8d 2-8d 11-7/8" 2-8d 3-8d 14" 2-8d - d BCI 6000s® BCI6500sO 9-1/2" 11-7/8" 2-8d 2-8d 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI60s® 11-7/8" 2-8d 3-8d 14" 2-8d 5-8d 16" 2-8d 6-8d BCI90s® 11-7/8" 3-16d, 3-16d 14" 5-16d 5-16d 16" 6-16d 6-16d er an . BLOCKING PANEL, INTERIOR Vertical load transfer =1900 Of max. along bearing wall Required on interior walls : - for vertical load transfer Plumbing when load bearing - for lateral support when joists meet over wall, or wall stacks directly over wall or beam below Load bearing wall must stack over blocking and wall or beam below.* Joist When joists meet over wall, provide 1 3/4" minimum bearing for each. I -Joist can be offset up to 3" to avoid vertical plumbing 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. — 6A 1 " 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" V-3" 1'-3" 1'-7" 1'-11" 2'-4" 2'-9" 3'-2" 3'-7" Any 16" joist 12 1'-0" 1'-1" 1'-2" V-2" V-3" 1'-9" 2'-4" 2'-11" 3'-7" 4'-2" 4'-9" 5'-4" Span (ft) 16 V-0" 1'-1" 1'-2" V-2" 1'-7" 2'-6" 3'-2" 3'-10" 4'-9" 5'-7" 6'-4" 7'-2" 20 1'-0" 1'-1" 1'-2" 1'-2" 2'-0" 3'-0" 4'-0" 4'-10" 5'-11" 6'-11" 7'-11" 8'-11" 24 V-0" 1'-1" 1'-2" V-3" 2'-5" 3'-7" 4'-9" 5'-10" 7'-2" 8'-l" 9'-0" 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. 7.1Y" 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 %" 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. A USP MU( 5/8" � THRU BOLT Uc M1 R TRUSS 'OP PLATE I.0 TYPICAL USP MUGT15 TO BUILT-UP COLUMN DETAIL TYPICAL HUS INSTALLATION 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. — — Install tight to top flange. SLEEVE THRU STEM SEE PLAN FOR °• a • FOUNDATION INFO ` 4- STEM FOUNDATION \ Filler block. Nail with 10-10d nails. Backer block required where top mount hanger load exceeds 250 lbs. Install tight to top flange. 1/4%2" gap Backer Block "Top Mount" "Face Mount" Backer block shall be tight Backer block shall be tight to bottom of top flange with to top of bottom flange with 1/4"-2" gap at top of bottom 1/4"-2" gap at bottom of top flange. flange. eb stiffner as Web stiffeners are not required when top required if hanger flange is laterally supported by joist hanger. doesn't meet height requirements 0.6 X Joist D depth I -JOISTS BUCKETS N.T.S. GRADE REINF. SEE PLAN AIN. EMBEDMENT SCHEDULE FOR AND QUANTITY )F FASTENERS FINISH GRADE L 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 SECOND RT16 NOTE: UPLIFT VALUE IS BASED ON S.P.F. USP RT16 USING 16-8d A 1/2" NAILS UPLIFT =1030# TYPICAL RT16 INSTALLATION TYPICAL MTW INSTALLATION TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION 12" BELOW GRADE PLUMBING LINE PVC OR SCH40 SLEEVE §A4FrLn—"1A1L SEE FND. PLN. SIZE & REINF. PIPE VERTICAL THRU FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE d SEE FND. PLN. SIZE & REINF. PIPE PERPENDICULAR TO FND. TOP (2) #5's x 4'-0" CENETERED @ PIPE PENETRATION PVC OR SCH40 SLEEVE PLUMBING LINE G d4' d f da G •a a .d dtA SEE FND. PLN. SIZE & REINF. Z M — o zco Z Q J z L/711 0 V) w ( p ._ U — w 0 F_ o '— o0 CO 04 U w ~8 as dM C M M M O0 2 6:0. w 00 -00 '0'0^ c ° un ov Q rn A ' B Do N C B D C , f %JN%11111 U) GE04� �' R N i w %" d a1 `V�� a-Z d QaLL z H _ C� 002 ek To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. i O Z N 0 � n 0 V) M M 0 a -gyp Ln Q (V C)Ln d ^ � � M Q� V z 0000 Q E Z WJ C:) d" z W� z¢a i5 >Zi5 w¢�ir U480 Oa 0: w Z gul �oZz a 0 iY C/) M�Q I— M W Qo 0 IiY allz �, 3 Q O LU = LUo'LL A O o�6J t"3 Ce �0 Z W ,- 4 1e) J T--1 11J IcZ 1J G LL U ?IV V uJ ~$ M Z Z o co^ � r UJ 3:�w SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. SIN 1 FOR UNDERLAYMENT REQUIREMENTS SEE R905. 12 (TYP') VARIES INSULATION LE 5/8" OR 1/2" HIGHS STRENGTH CEILING BOARD PER CODE (OR 5/8" GYP. TYPE ")C" @ GARAGE W/A HABITABLE ROOM ABOVE) W/DRYWALL SCREWS @ 7" O.C. CEILING & 8" O.C. WALLS / INSULATION PER —J CHART ON FLOOR / PLAN J 1x2 P.T. HORIZONTAL NAILER STD. 90-HOOK (SEE DETAIL 5/8"OR 1/2" HIGH STRENGTH TRUSS BOTTOM CHORD OR 2x4 BLOCKING TRUSS BOTTOM CHORD OR 2x4 BLOCKING W/ (U.N.O.) (OR %" GYP. TYPE "X" @ W/ 2-16d TOE NAILS @ EACH END (U.N.O 1(O HIGH STRENGTH " 2-16d TOE NAILS @ EACH END GARAGE W/A HABITABLE ROOM (U.N.O.) (OR / GYP. TYPE X @ ABOVE) SEE UPLIFT SCHEDULE FOR UPLIFT GARAGE W/A HABITABLE ROOM EE UPLIFT SCHEDULE FOR UPLIFT CONNECTIONS. PROVIDE (1) USP HTW20 WHEN ABOVE) CONNECTIONS. PROVIDE (1) USP HTW20 S.P.F. DOUBLE TRUSS ALIGNED WITH STUD BELOW WHEN TRUSS ALIGNED WITH STUD BELOW 8"x8"x16" NOMINAL BLOCK WITH TOP PLATE TOP PLATE LE 3/8" MORTAR BETWEEN COURSES USP SPT24 CONNECTOR 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. U.N.O. USP SPT24 2"x S.P.F. (OR EQUAL) STUDS @ 16" O.C. 1/2" CDX PLYWOOD OR 7/16" O.S.B. CONNECTOR U.N.O. SHEATHING REQ'D. FOR ALL 1) ROW 2x BLOCKING @ MID HGT. FOR WALL 1) ROW 2x BLOCKING @ MID HGT. FOR EXTERIOR OR SHEAR WALLS AS HGT. < 8'-6". (2) ROWS 2x BLOCKING @ 3rd PTS WALL HGT. < 8'-6". (2) ROWS 2x BLOCKING INDICATED ON THE PLAN. ATTACH FOR WALL HGT. > 8'-6". @ 3rd PTS FOR WALL HGT. > V-6". SHEATHING W/ 8d COMMON NAILS @ INSULATION PER CHART ON FLOOR PLAN NSULATION PER CHART ON FLOOR PLAN 4" O.C. @ BOUNDARIES, 6" O.C. @ 3/8" MORTAR BETWEEN EDGES, AND @ 12" O.C. @ FIELD SLAB & BLOCK 5/8" x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 5/8"° x 10" "J" BOLT @ 24" O.C. W/ SP SPT22 CONNECTOR 2"°x3/16" PLATE WASHER (TYP.) 2"°x3/16" PLATE WASHER (TYP.) T (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 2„ x6W1.4xW1.4 @24"O.C.) 2" 6x6W1.4xW1.4 ° a A.F.F. @ 24" O.C.) WWF OR FIBERMESH WWF OR FIBERMESH ° ° � 31/2" MIN. 31/2"MIN. ° ELEV. -0'-31/2" z A.F.F. '0° ° a 2x4 CONT. a ° a ° A' `31/2"(min.)- 4" _ n ° ° - 31/2"(min.)- 4" a v ° g' ° d ° a N 00 ° •. ° ••• GARAGE DEPTH VARIES ° T (2) #5 CONT. 41, ' 1 1,4- " (2) #5 CONT. 41' U.N.O. MIN. U.N.O. MIN. GARAGE SLAB AT STEP B TYPICAL BEARING WALL P STEP SHEARWALL C TYPICAL BEARING WALL @ STEP rCC SCALE: 3/4"=1'-0" S3 "SHEAR WALL" SCALE: 3/4"=V-0" S3 SCALE: 3/4"=V-0" v COS' s R1'1� GV ems' M�N�M�o S (2) ROWS OF 2x BLOCKING @ p�- ,� N�`N EXTERIOR WALL 2x STUDS 16" 0/C 8"x8"X16" KNOCK -OUT 8 C.M.U. THIRD POINTS @ / NOTE: BLOCK W/ 1#5 CONT. 1"x P.T. STUD ULATION PER CHART ON FLOOR PLAN SEE SECTION C/S3 FOR FILLED SOLID W/GROUT #5 VERT. IN FILLED CELL 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 ADDITIONAL INFORMATION SEE CC/S3 OR LAN LAYERS W/ TOTAL THICKNESS 7/8" OVER G/S3 FOR ANCHOR METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. CONTINUOUS TO FOOTER BELOW 90 Fi00K DETAIL USP SPT22 CONNECTOR BOLTS BOLT 5/8"° x 10" "J" BOLT @ 24" O/C W/ 2"°X 3/16" �8" C.M.U. TYPICAL BOLT INFO. PLATE WASHER TYPICAL 3RD LAYER 1/8" THICK. K.O. BLOCK (IF NO UP LIFT ON @ 24" O.C. VERT. OR 2x P.T. PLATE 5/8" x 6" EPDXY BOLT OR SP SPT22 @ EA. STUD TYPE "S" MORTAR WALL SEE GG/S3) MIN. 2500 PSI CONCRETE SLAB W/ SPACE ANCHOR (6)1/4"x31/4" TAPCONS 6 x 6 W1.4 x W1.4 WWF OR 2X P.T. PLATE 20" MIN. LAP [24" MIN. LAP] #5 REINFORCING BOLTS 6" MAX FROM *USP SPT22 TYP. SPACED EVENLY J FIBERMESH NWEEP SCREED INSTALLED BAR w END OF 2" x PLATE 2x P.T. PLATE ARCHITECTURAL PER MANUF. o • FINISH ASSUMED FINISHED E #3 OR #4 REINFORCING BAR 1x2 PT WD FURRING @ 24" O.C. ' t GRADE �, • ° D _ z_ #3 & #4 LAP SPLICE GRADE 40 MIN. Fy= 40ksi — '- ° FINISH GRADE 60 [GRADE 60 MIN. Fy= 60ksi] p . (1) #5 VERT. IN FILL MONO OR STEMWALL ° z M a a ► • 25"MIN. LAP [30" MIN. LAP] 1/2" GYPSUM WALLBOARD � CELLS (SEE FOOTING MONO SHOWN 1, I - - U.N.O. D °D _ _ _ _ _ 00 6 MIL VAPOR BARRIER I - w - ° FOUNDATION PLAN FOR CLARITY ° e. ° R 1 7/8" FOR LOCATIONS) D ° D I-1 I =1 I -III -III- I = #5 REINFORCING BAR v (1) ROW 2x BLOCKING @ MID 2x #2 SPF STUDS HGT. FOR WALL HGT. < V-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 & @ 6" MAX FROM END OF 2 x PLATE _E (1) LAYER TYPE II (#30) (2) #5 CONT. ON 3" 6 x 6 W1.4 x W1.4 N UNDERLAYMENT FOR ROOF CHAIRS (TYP.) WWF OR FIBERMESH PITCH >4:12 v° (2) LAYERS TYPE I OR TYPE II ° (#15 OR #30) UNDERLAYMENT - %8" FOR ROOF PITCH 4:12 OR LESS.A. PRE ENGINEERED WOOD - I ,TRUSS @ 24" O.C. U.N.O. HURRICANE ANCHOR @ EACHTRUSS (SEE UPLIFT SCHED.) W/ ' METAL PL. UNDER EA. TRUSS �/7MOISTURE BARRIER TYPICAL INTERIOR BEARING SHINGLE ROOF 7/16"` O.S.B. MIN. SEE ROOF WALL W/OUT UPLIFT GG NAILING SCHEDULE ON SHT. SEE TYP. WALL SECTION SCALE: 3/4"=1'-0" SN1 ELEV. VARIES FOR ADDITIONAL SLAB S3 - INFORMATION. ALUMINUM DRIP EDGE ALUMINUM FASCIA 2x SUB FASCIA 1/2" OR 7/16" OSB MIN. PLYWOOD SHEATHING - NAILED W/ 8d COMMON NAILS @ 4" O/C N.O. 2x S.P.F. STUDS @ 16" O.C. BOUNDARIES, 6" O/C EDGES, AND 12" O/C FIELD. EE SOFFIT v SHEAR WALL REQUIRES 2x BLOCKING @ SEAMS. SHEET LOAD BEARING OR 2x STUD (1) ROW 2x BLOCKING @ MID HGT. FOR WALL HGT. < V-6". (2) ROWS 2x BLOCKING @ 3rd PTS FOR WALL HGT. > 8%6". 1/2" GYP. WB (MIN.) @ GARAGE SIDE IF APPLICABLE. 5/8"- EXPANSION BOLT @24 " O.C. W/ 7" EMBEDMENT (MIN. SHEAR 3500#, MIN. TENSION 2600#) c E 6x6W1.4xW1.4 WWF OR FIBERMESH ° _ 9W' T lYAP .T. BASE NAILER D D ° 1 I=11= I=1 I = I I=1 I E ? o I #5 LAP SPLICE (2) #5 CONT. 4"x4" INSPECTION I—III—III=1 I I—III=1 I—� • i NOTE: g D D III—III=1 i i=1 I=1 I=I 1- N 31/4" BASEBOARD PORT AT EACH *FOR BEARING WALL -i r COMP. SOIL. (COMPACTED TO I-1 I I-1 I I=1 I I-1 I I=1 I I_ FILLED CELL TYPICAL _ _ _ _ - __ =1 95% MODIFIED PROCTOR ASTM- MIN. 2500 PSI CONC. SLAB W/ UPLIFT ONLY _ c� AT GARAGE CONTRACTOR III= 1=III-III=III=III=1 =III=11=III=III=III=III=III=1 I= D1557) rrrirrr I l i - MIN PSI MAY VARY PER �' TO CUT BLOCK OR POUR =III=1 I-III-III-III=III=III-III=III=III-III=III=1 i I=III- 4" 1' 4° MUNICIPALITY. CURB DUE TO SLOPE CONCRETE SLAB W/6X6 a NOTE:EXTEND FRAME WALL TO C.M.U. WALL CONNECTION D TYPICAL EXTERIOR FRAME WALL FOOTING W1.4XW1.4 WWF OR DECO FINISH 4" to 6" "FIBERMESH" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=1'-0" SEE TYP. WALL SECTION FOR ADDITIONAL SCALE: 3/4"=V-0" c BELOW GRADE SLAB INFORMATION. S3 SLAB INFORMATION. .� r CV � � P •► � c Z_ [ °O 6x6W1.4xW1.4 `' ► eQ 31/2" WWF OR FIBERMESH 6 MIL VAPOR • z min. 4" BARRIER >' �r 1 ° A 4 GRADE D • a • COMP. SOIL. • (COMPACTED TO 95% MODIFIED PROCTOR ASTM D1557) 3" MIN. CLR. (2) #5 REBAR CONT. ON 3" CHAIRS TYP. 4" 1 STD. 90 HOOK (SEE U.N.O. DETAIL) TYPICAL WALL SECTION rA SCALE: 3/4" =1'-0" S3 OPT: DEPRESS SLAB 5Y" DEEP AND 6" BEYOND DOOR TO IlIiI RECEIVE PAVERS / DRIVEWAY BLOCK WALL BEYOND CONCRETE SLAB PAVERS- \ 14 7 `O.H.D. RECESS z SEE A1S3 OR J/S6 _' 1 FOR REINF. INFO. T,X' MIN. CLEARANCE 1'4" (1 STORY) / V-8" (1 STORY w/ DEPRESSED SLAB OPT.) 1' " (2 STORY) GARAGE DOOR SLAB RECESS J.1 SEE TYP. WALL SECTION FOR SCALE: N.T.S. S3 ADDITIONAL INFORMATION. 'It`=li�il�ll�ll�li�ll'_ 11_ • . MIN. TYPICAL THICKENED SLAB EDGE L SCALE:3/4"=1'-0" S3 BLOCK WALL BEYOND EXPANSION JOINT 13 O.H.D. RECESS N T _ Cl) cn �C71 a, r - +' °9 4' •, . SEE A/S3 OR J/S6 FOR REINF. INFO. 3" MIN. CLEARANCE 1'4" (1 STC 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. ol 1/2" FROM SLAB CONT. BEAD SEALANT a INTERIOR 2X STUDS @ 24" O.C. U.N,O. -31/2° GARAGE CONCRETE NAILS W 1 1/2 GYPSUM WALLBOARD U.N.O. EMBEDMENT @ 12" O.C. W/ DRYWALL SCREWS @ 8"O.C. STAGGERED, FROM BOTTOM INSULATION PER CHART PLATE TO CONCRETE ON FLOOR PLAN (MIN. SHEAR 180# MIN. CONT. BEAD SEALANT TENSION 120#) CONCRETE SLAB E ° 6x6W1.4xW1.4c`.i c WWF OR FIBERMESH M __—__= — rl I=1 ° ° ° M 6 MIL VAPOR =-= i'rl 1=1 (_) 1= i,-1-9 1 1 BARRIER 11=111 III =1 I I- 1I I III I I I, „III �' 4" 4" INTERIOR WALL SLAB STEP NON-BRG. K SCALE:3/4"=V-0" S3 ON 3" CHAIRS 36" MIN. LAP [36"MIN. LAP] 10" (TYP.)8" 1'-4" 8° #6 REINFORCING BAR #5 STD. 90 HOOK #6 LAP SPLICE TYPICAL INTERIOR BEARING REBAR DETAILS rF WALL W/ UPLIFT G SCALE: N.T.S. S3 SCALE: 3/4"=1'-0" 13 VARI 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 E. T 10d NAILS TO TRUSS TOP CHORD FOR TRUSS AT 24" O.C. MAX. CONNECTION INFO SEE PLAN FOR & LAYOUT DESIGN . . TOP OF BEAM SEE ROOF PLAN oo <: ° ° < • ° ' FOR STRUCTURAL := - 4' BEAM SIZE & N G ' 2x4 P.T. CONNECTION INFO _ • PLATE .•a.. 7/16" O.S.B. l I 2x4 #2 SYP P.T. FRAMING w/ ' MIN 7/16" O.S.B. SHEATHING SEE A/S3/J/S6 8" COLUMN LOCATION z ATTACHED PER NAILING FOR REINF. INFO. OPTION #1 W ° SCHEDULE Q j SEE TYP. WALL SECTION FOR ADDITIONAL > SLAB INFORMATION. w Uj SLAB STEP & RECESS S.G.D. rM SCALE: 3/4"=1'-0" S3 SEE FLOOR PLAN FOR STRUCTURAL COLUMN SIZE & BASE CONNECTION INFO. SECURE 2x4 P.T. BTM. PLATE MASONRY WALL AND w/ 1/4"x3" TAPCONS AT 8" PAD FOOTING O.C. 8" MASONRY WALL EXTEND FILL CELLS TRIM PER PLAN TO FOUNDATION PAD = CONT. FOOTING STEEL MAT REINFORCING. SQUARE CMU BLOCK BASE, . M = ° C'RAPE SIZE VARIES PER PLAN °O w/ MIN. (2) #5 VERTICALS W III=III ° z? °• FILLED SOLID W o I -I ILL! Z BRICK PAVERS or SLAB PER O W COI=1 00 -1 I I=1 ! • ° a -_ -_ _ z < 0'-0" FIN. FLR. COMMUNITY SPECS ° N - Q =1 om I I=1 I I=1=1 I 11=III=1 I I-= W =1 III=III=III=11 I-i I ill�1 1=1 1= FOOTING ll l ll l l� l i l I -III -III-' BEYOND ,, ,., .• . ll i ll ,I PAD REINFORCEMENT II- 3" MIN. CLEARANCE y.•y a :� SEE FOUNDATION (SEE SCHEDULE) FOOTING WIDTH .� .. ,�. CONC. PAD INFO. SEE SCHEDULE TAPERED COLUMN FRAMING CD12 PATIO COLUMN FTG. DETAIL N SCALE: &4"= V-0' SCALE: N.T.S. S3 V Ul) Z O — O Z N Z QQQ Q i_ t) (D W cn (DU .}.J w 0 — C O w E 2 C, U W F— E — 8 � In M C of M m .M O O = U� t LL2 CO co ma Q CM vr- Ln O 0 A' MD. N C.B•D C i 0 °ram/i 5 ,. • ..... aj gyp• d S E z ii" A 0� °r ,C tL d� LL - 4 LL Ul N � LL ;; F L.0' W�,_ 2 ov a E.,SI• CJ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z N 00-4 �1� 05 M �O M -v t11 6-cn•�d" z ql:r (n 0 HN � (R oc v a 000 Q E (o Z J W Z.. U) 8 \� 1— W ZZ U OQQ' W W 0In 8 Z8 zItY CI)Q � 06 3 ,--I 0 o =uj C) J xO U al .. 0 g LL ^ $g Z J T W$� 1Z8 W Z�$ a M Z W IcaZ o gLU g SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION No' 10 SHEET NO. S3 (MONO) 12 ,\(TYp) SEE ELEV. I USP SPT24 @ EA. STUD CRICKET AS REQUIRED SINGLE 2x CONT. BASE (2) 2x6 OR (2) 2x8 TOP PLATE SEE PLAN (2) 2x HEADER TO SIT 2x6 / 2x8 WALL BEYOND FLUSH TO THE OUTSIDE SEE PLAN FOR HEADER SEE PLAN FOR SIZE CONNECTION 2x DEAD WOOD @ MID POINT w/ (3)12d TONEAILS SPACED DOUBLE 2x TOP EVENLY PLATE � 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 SCALE: N.T.S. 14 SEE TYPICAL WALL SECTION PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2x4 SPF, #2 TOP PLATE 2x S.P.F. STUDS @ 16" O.C. SINGLE 2x CONT. TOP PLATE W/ (2) 12d INTO TRUSS ABOVE 2x CLOSURE WALL W/ STUDS @ 16" O.C. W/ (3)10d TOENAILS T&B AS REQ'D 2x BLOCKING @ MID POINT EVERY OTHER STT DW/ (3) Od NAI S PLATE W/ (2)16d TO TRUSS BELOW 1/2" EXTERIOR GRADE SHEATHING FASTENED TO TRUSSES WITH 8d COMMON WIRE NAILS @ 4" O/C BOUNDARIES 6" O/C EDGES & 8" O/C FIELD USP SPT22 @ EA. STUD 2x P.T. PLATE 5/8" x 10" "J" BOLT @ 24" O/C MAX W/ 8" EMBEDMENT 8"X8"X16" K.O. BLOCK W/ 1 #5 CONT. ::Y)— 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 BLOCKING (TYP.) V—ROOFTRUSS UPLIFT CONNECTOR (SEE SCHEDULE) MOISTURE BARRIER SCALE: N.T.S. 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 I i SEE PLAN FOR FOOTING DIIMENSIONS GARAGE ENTRY FINISHED MASONRY DETAIL SCALE: N.T.S. 1/2" MINIMUM CEMENT FINISH STANDARD 3" DIA. TEE THREADED 3" DIA. EXTENSION SCREW OFF CAP (3" DIA.) FOR CLEAN -OUT MIN. EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 1 1/2" MAXIMUM EXTENSION FROM EXTERIOR FACE OF BLOCK WALL IS 21/4" VENT OR 2ND FLOOR TYPICAL C.M.U. WALL 3/4" FURRING STRIPS 1/2" GYPSUM BOARD W/ DRYWALL SCREWS @ 8" O.C. OR 4d DRYWALL NAILS DRAIN WALL CLEAN -OUT rA SCALE: N.T.S. S4 REFER TO WINDOW PRODUCT APPROVAL SHEETS FOR INSTALLATION INFORMATION BY MANUFACTURER. TYPICAL SECTION THRU WINDOW KNOCK -OUT NOTCH LINTEL WHERE REQUIRED BLOCK WI (I),,, FOR CONCRETE PLACEMENT T -- CONT.OPENINGS GREATER THAN 6-0"VVIDE (U.N.O. ON FILLED CELL W/ (1) #5 VERTICAL SEE FDN.PLAN .. LOCATION will; 1i1�l— WI■!IIOPENING l�= NOR 11 I�III— NOTES: 1O FILL LINTEL AND ALL CELLS ABOVE LINTEL. NOTE: FOR BEAM DEPTH 22", PROVIDE A 4" x 4" INSPECTION PORT @ EACH VERTICAL REBAR & DIRECTLY ABOVE THE LINTEL. 2O VERIFY THAT ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. O3 SEE FLOOR PLAN FOR ADDITIONAL INFORMATION. ® OPENINGS LESS THAN OR EQUAL TO 6'-0" IN WIDTH DO NOT REQUIRE ADDITIONAL STEEL REINFORCEMENT UNLESS NOTED ON FLOOR PLAN. TYPICAL FILLED LINTEL ASSEMBLY SCALE: N.T.S. G S4 WIDTH OF OPENING VARIES 4" FORM CONCRETE INSET TO CREATE A SOLID BASE FOR 1/2"X91/2" PLYWOOD BLOCK WALL ABOVE. SCRAP MATERIAL J /.QJy T W o FORM CREATES CONCRETE RECESS TO 2x4 (NOM.) RECEIVE GARAGE DOOR AND TO ALLOW FOR WATER SHED. KEEP STIFFENER BACK FROM SIDES ENOUGH TO ALLOW SPACE FOR FLAT MASONS TOOLS (THIS IS A RECOMENDATION FOR CONSTRUCTION OF THIS FORM. ANY MATERIAL OR CONSTRUCTION METHOD MAY BE USED PROVIDED END PRODUCT MEETS THE SHAPE AND DIMENSIONS OF THIS DRAWING.) MOUNTING BASE SHOWN IN POSITION GARAGE ENTRY FORM DETAIL 2x6 MOUNTING BASE SCALE: N.T.S. /--8x8x16 C.M.U. GARAGE DOOR TRACK MOUNTING BRACKET GARAGE DOOR ROLLER GARAGE DOOR TRACK CONNECTION ASSEMBLY GARAGE FLOOR TRAVEL DIRECTION OF GARAGE DOOR MOUNTING BASE DETAIL SCALE: N.T.S. ° a e 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. 1� 7 5/8" 8" 7 5/8" 8" 7 5/8" 8" _Q I I . V-- I SOLID AREAS ARE ❑ ❑ STEEL AND GROUT ❑ ❑ INTERIOR WALL ❑ ❑ ❑ Ct F DOOR OPENING F= DOOR OPENING EXTERIOR ❑ ❑ WALL ❑ ❑ ❑ 1ST COARSE 2ND COARSE 3RD COARSE MASON TO LAY BLOCK AS SHOWN ABOVE. EVERY COARSE MUST BE BONDED TO THE COARSE BELOW. EVERY THIRD (3RD) COARSE THE 11" DOOR JAMB WALL IS TO BE WOVEN INTO THE MAIN FRONT TO REAR WALL AS SHOWN. MASONRY LAYOUT D SCALE: N.T.S. S4 VERTICAL JAM SOLID AREAS ARE STEEL AND GROUT FULL 8x8x16 BLOCK DOOR OPENING 5/8"DIA, x 8" J-BOLTS AT 6-3/4", 41-3/4", 71", AND 96-3/8" ABOVE GARAGE FLOOR. ALL J-BOLTS WILL BE IN FILLED CELLS (2,000 PSI MIN. CONCRETE). ANCHORS MAY BE COUNTERSUNK (BUT NOT REQUIRED) LBLOCKING USS BOTTOM CHORD OR 2x4 TO PROVIDE A FLUSH MOUNTING SURFACE. HORIZONTAL JAMBS DO W/ 2-16d TOE NAILS NOT TRANSFER LOAD. EACH END ° WALL ° ° DOOR STOP Uj MOLDING z a ° 2x TOP PLATE Cl) 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 t4��Nlill � 2x CRIPPLES @ — 16" O.C. W/ (2)12d TOENAILS T/B USP SPT4 w/ (6) 10dx1Y2"@24" O.C. 10d NAILS @ 8"— O/C TYP. DOUBLE 2x CRIPPLE STUD TYPICAL (U.N.O.) HEADER SUPPORT NO. OF JACKS & STUDS REQ. AT OPENINGS OPENING 2" x 4" WALL 2" x 6" WALL STRAPS JACKS STUDS JACKS I 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 (3) (4) 1 (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 1� GREATER HEADER 1 (2) 2x HEADER SEE PLAN S4 INTERIOR HEADER BOX HEADER (1) 2x SILL PLATE W/ (2) ONLY 12d TOENAILS. EXTERIOR HEADERS (1) 2x SILL PLATE W/ (2) 12d TOENAILS. OPENING LARGER THAN 4 ft (2) 2x SILL PLATE W/ MP3 CLIPS EACH SIDE '--,-2x STUDS TYP. USP HTT16 TYP. U.N.O. SEE N/,' ** HOLD DOWN CONNECTIONS iQ NOT REQUIRED @ BEARING OpFN/NG, WALLS NOTED WITHOUT UPLIf P.T. BOT. PLATE WALL HEADER DETAIL Q SCALE: N.T.S. S4. P.T. ATE SEE TYPICAL WALL SECTION 12 ZITY7SEE ELEV. PRE-ENGINEERED WOOD TRUSSES @ 24" O/C UPLIFT CONNECTOR (SEE SCHEDULE) DOUBLE 2"x4" S.P.F. TOP PLATE 7/8" STUCCO FINISH PER ASTM C. 926 APPLY 3 LAYERS W/ TOTAL THICKNESS 7/8" OVER METAL LATH. FIRST 2 LAYERS 3/8" THICK EACH. 3RD LAYER 1/8" THICK. i--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) ►_LL"9144:1oxif/IQI:T61111 1 #5 VERT. IN CONC. FILLED CELL W/ STD. 900 HOOK IN K.O. BLOCK ALT. KNEEWALL ABOVE MASONRY WALL DETAIL SCALE: N.T.S. — PIPE OR DUCT w/ PENETRATION THRU TOP PLATE w/ MORE THAN 50% OF TOP PLATE WIDTH INSTALL SIMPSON PSPN516Z w/ (12)16d NAILS TOP SPLICE 2 ROWS 10d @ 3" O.C. (14 > . NAILS TOTAL) EA. SIDE OF 48� SPLICE STAGGERED �10d @ 8" O/C ATTACH ALL —1 EXTERIOR STUDS W/ 4816d TOENAILS TO P PLATE 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 LBSUSP J USP SPT4 SPT24 C SP SPT4 2X TOP PLATE ::7� OVERLAPPING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS RECESS LINTEL ° A C USP USP SPT4 SPT24 NAILED INTO TRANSOM FRAMING TRANSOM FRAMING SEE SECTION AA/S1 AND BB/S1 FOR ADDITIONAL DETAILS LINTEL ° USP_ SPT22 SP //-USPT4 ROOF TRUSS ABOVE f- 2X BLOCKING NAILED INTO (2) 16d TOE NAILS TRANSOM 10d NAILS @ 6" EA. BLOCKING FRAMING STAGGERED Zc 2X8 WALL ABOVE ENTRY SP SPT22 K.O. BLOCK W/(1) SP SPT4 USP SPT4 J-BOLTS @ 24" O.C. #5 CONT. & MAX FILLED 5/8"X10" J-BOLTS 2X P.T. PLATE @ 2'-0" O.C. MASONRY WALL 2X8 P.T. BOTTOM P TE C 5/8"x10" "J" BOLT @ 24" O.C. MAX. B (MIN. (2) PER BOTTOM PLATE) —USP SPT4 Y 10d NAILS @ 4" 10d NAILS @ 6" O.C. STAGGERED A STAGGERED c c TRANSOM FRAMING BEYOND. L PLYWOOD PLYWOOD FASTENED TO TRUSSES o E SHEATHING WITH 8d COMMON WIRE NAILS @ 4" S4 O/C BOUNDARIES 6" O/C EDGES B & 8" O/C FIELD SPT4 2X8 P.T. BOTTOM PLATE D 5/8"x10" "J" BOLTS @ 24" O.C. MAX. (MIN. (2) PER BOTTOM PLATE) PLYWOOD SHEATHING MASONRY WALL BELOW 5/8"X10" J-BOLTS @ 24" O.C. o 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. C9 �_ Z co _ o Z° Q Cz Q) cn i-J u, 0 w -a)-, 0 C ~ o Vi _0 0 U ■ -4i°000 i M � rNLU .0 CNI U L LL 00 o- o (D Y Qrn LO 0q !t 6 A' B D• N C B D. C , P �,• co t9 �� N �049 �N Z•• �o: cu Q' L _ 5 v yr a, a 5 - � Z m U g .. L �`� S* .....Q Z �� E S gr S ��/rrrlrltl ono 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 [V 00-4 �1� i>-t�MO� fM Q 'MO Lh Q 13YV a-4 z 00 < E Z JC:) W wol'- W �a a UCZVU Z�z� j g s J O �jm�Jt``� s F W L• Z UZ � p U = U) J Q Uj L� 2;9 Z PRO IgS I- 0` a *k f V C)O Q Z W wo�Z OFZ� LV M Q Z a1z M Z � i coZ L 2 W SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION N0. 10 SHEET NO. S4 ,, , SEE STRUCTURAL SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS NOTES AND NAILING BACKNAIL W/ (2)16d NAILS SCHEDULE FOR SHEATHING DETAIL 2"x4" OUTLOOKERZ @ 24" O.C. NAILING SCHEDULE FOR USP RT16 OR EQUAL @ SHEATHING DETAIL 2x4 OUTLOOKER @ 24" TOP CHORD SHEATHING DETAIL EA. OUTLOOKER 2"x4" 2"x4" O.C, (OPTIONAL - SEE BLOCKING FOR KER ) FIRST FOUR @ 24" O.C. SEE STRUCTURAL — ROWS OF ROWS t 24" MAX. TOP CORD BLOCKING 45°t 2X4 CONT'L" BRACE TOP CORD BLOCKING USP RT16 OR EQUAL @ NOTES AND NAILING TRUSSES @ USP RT16 OR FOR FIRST FOUR FASTENED W/ (2)10d FOR FIRST FOUR ROWS 4" MAX. EA. OUTLOOKER SCHEDULE FOR EDGES OF 2x4 CRO BRACE EQUAL @ EA. ROWS OF TRUSSES @ 3"@ 24" 0/C. CMID OF TRUSSES @ EDGES SHEATHING DETAIL SHEATHING APPROX. 8" FROM OUTLOOKER EDGES OF HEIGHT OF SHEATHING TYPICAL DOUBLE TOP PLATE 2"x4" CROSS BRACE . TYPICAL @ RIDGE FASTENED AT BRACE TO EXTEND SHEATHING TYP. 2X4 KICKER 2x8 SYP#2 "L" BRACE TO ° 2x4 CROSS BRACE APPROX. 8" FROM 48" O.C. EACH JOINT W/ (3) 10d AT LEAST 90% OF WEB A @ 8'-0" O/C. EXTEND LEAST 90 /o OF @ ; USP �� 8 FROM RIDGE FASTENED AT RIDGE F. RIDGE FASTENED AT MAX. & (2)10d TOE NAILS @ LENGTH (SEE TABLE) 2x4 CROSS BRACE WEB LENGTH & NOTCH @ SPT4 @ EA. EACH JOINT W/ (2)10d & (2) EACH JOINT W/ 2 ( ) EA. END @ 48" O.C. APPROX. 8" FROM BOTTOM CHORD (SEE STUD 10d TOE NAILS @ EA. END 10d & TOE 2x6 P.T. GABLE TRUSS RIDGE FASTENED AT TABLE) 2X6 FRAMED WALL -SEE @ EA. NAILS @ EA. END SILL 1/2" CDX PLYWOOD OR EACH JOINT W/ (2) 10d USP RT3A WITH 8-8d WALL SECTION FOR SPACING • 7/16" OSB SHEATHING & (2)10d TOE NAILS @ py FROM LEDGER TP 2x4 PANEL BLOCKING — —I ATTACHED W/ 10d EA. END BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE NAILS @ 6" O.C. EDGES GYPSUM WALL BOARDFz� GABLE TRUSS OSB SHEATHING ATTACHED FIRST (4) ROWS OF AND 12" O.C. FIELD 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. 10dX3" @ 3" O/C (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7/16" OSB SHEATHING AND 12" O.C. FIELD END TYP. TOP & THROUGH CHORD CORD ATTACHED W/ (2)16-d TOENAILS 7 ATTACHED W/ 10d NAILS (2) 16d NAILS BOTTOM ATTACHED INTO 2"x6" P.T. PLATE 2"x4" LEDGER (MATCH BOTTOM CHORD @ 6" O.C. EDGES AND 12" 2x4 PANEL BLOCKING @ 48" 2x4 BLOCKING W/ (2)16-d TOENAILS 2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED SLOPE OF ADJACENT SCISSOR TRUSS) O.C. FIELD O.C. FOR THE FIRST (4) ROWS FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 2'k6" P.T. SILL �� �� NOTCH L BRACE HERE OF TRUSSES FROM EA. END 2x4'T' ON TOP OF PANEL @ 48" O.C. O.C. 5/8" x 10" "J" BOLT @ 48" WEEP SCREED TYP. TOP & BOTTOM ATTACHED BLOCKING, FASTEN WITH MOISTURE BARRIER USP HTA20 OR EQ. @ 6'-0" O.C. TYPICAL. INSTALLED PER MANUF. W/ (2)16-d TOENAILS 10dx3" @ 4" 0/C 5/8 x 10 J BOLT @ 32 O.C. MINIMUM 6 FROM PLATE SPLICES W/ 3l16"x2" PLATE WASHER USP HTA20 @ EA. TRUSS ALTERNATE USP LSTA18 STRAIGHT STRAP @ 4'-0" MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM O/C ALIGNED WITH GABLE WEB. ATTACH TO TRUSS CHORD SLOPE OF ADJACENT VERT. WEB (24" O/C MAX.) W/7-10dxl 1/2" AND TO MASONRY W/ (3) 3/16"x 21/4" TRUSS) NOTE: IF EMBEDDED TAPCONS. SECTION r2 STRAP MISSED VERTICAL SECTION SECTION 3 WEB; USE MSTAM36 ON OUTSIDE SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 REFER TO DETAIL J r SEESTRUCTURAL— ON SHEET S5 FOR ON NOTES AND NAILING AND TOP � FOR SP HGAM10 W/ (4)KBOTT. CHORD BLOCKINGSCHEDULE SHEATHING DETAIL 4"x1-3/4" WEDGEINFORMATION OLTS & (4) SDS 1/4" 1 1 1/ ". 2"x4" CROSS BRACE 1 1/2" SCREWSWOOD TRUSSES 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 -- CHORD FOR 4 -- TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 2x4 PANEL BLOCKING • • -16d AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF FI 48" FOR THE FIRST (4) ROWS OF OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. 2x4 BLOCKING @ 24" (D = 0.148", L = 3") OR EQUAL (D = 0.20T', L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL END TYP. TOP & O/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 CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON - LOAD BEARI G 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 j TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8� ADDITIONAL INFORMATION. _ 2"x4" OUTLOOKER @ 24" - O.C. W/ (2)10d PER JOINT IINIMUM 2x :ROSS BRACING 3EE PLAN FOR 10dx3" O/C OCATIONS) 2"x4" TOENAIL 6" O/C RUNNE W/ (2)16d TYPICAL (2)16d PER NAILS JOINT L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL J SCALE: N.T.S. S5 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. 1 GABLE TRUSS S3 "L" BRACE W/ 10d @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6.9 MAX. S5 S5 \-CONT. BEARING GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERE WOOD TRUSSES S5 BACKNAIL W/ (2) 2x4 OUTLOOKER 16d NAILS @ 24 O/C TOP CORD BLOCKING FOR USP RT16 OR FIRST FOUR ROWS EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF SHEATHING TYP. "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) GABLE TRUSS 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD (2)16d NAILS 2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 10dx3" @ 4" O/C USP HGA10 @ 36" O.C. DBL. TOP STUD WALL PLATE (SEE TYP SEC ) 2x4 BLOCKING 2x4'T' BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 7" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 10d NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB ` SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL USP SPT24 @ EACH STUD (2) 2"x8" "L" BRACE FASTENED WITH (3) SECTION 4 16d PER SIDE SCALE: N.T.S. S5 SCISSOR GABLE "T" BRACE 7 AS PER HIB 91 SCALE: N.T.S. S5 20'-0" MAX 20'-0" MAX BACKNAIL W/ (2) 2x4 OUTLOOKER 8d @ 6"0/C 2 x 4 BLOCKING W/(2) 10d "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. 16d NAILS @ 24" O/C WOOD TRUSSES TOE NAILS @ EACH END @ CJ TOP CORD 24" O/C (TYP) w w USP RT16 OR BLOCKING FOR . �a FIRST FOUR ROWS /X EQUAL @ EA. OF TRUSSES @ OUTLOOKER 24" MAX. EDGES OF c c SHEATHING TYP. "L" BRACE TO EXTENDyx <�? AT LEAST 90% OF WEB LENGTH (SEE TABLE) > 1 Q z c? GABLE TRUSS z w 1/2" CDX PLYWOOD OR 7/16" 9: c (2)16d NAILS OSB SHEATHING ATTACHED BRACING W/(3)10d x 3" @ v W/ 10d NAILS @ 6" O.C. • EACH CONN. 24" O/C @ E ES AND 12" O.C. FIELD USP HGAM10 W/(4�3/16"x1-3/4" MOISTURE BARRIER o JACK TRUSS WEDGE BOLTS & (4) SDS 1/4" x 1 — — — — SEE PLAN FOR 1/2" SCREWS BOND BEAM g CONNECTION — MASONRY WALL LU w 2x4'7' ON TOP OF PANEL— I BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 10dx3" @ 4" O/C (2)12d TOENAILS SECTION g SCALE: N.T.S. S5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES 6" OVERLAP -MINIMUM (2)16d PER JOINT \— MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL (�_M SCALE: N.T.S. S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) GABLE END BRACING DETAIL SCALE:3/4"=1'-(• MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION ARCHITECTURAL FINISH NOTE: EXT. WALL CONN. NON -LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO "L" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) "L" BRACE 24" 0'0" - T-0" T-O" - 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- O/C. 3) SEE 6/S5 FOR MORE INFO. @ EACH STUD END JACK 11'-0" MAX. o cr 0 a CORNER JACK Y W z 0 HIP FRAMING REFERENCE PLAN 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 CO _. Z <> — Z t° Z Q J v) z Q N w w 0 �- � �Vi M0 0 C') U W —B W ~ NM C t° Cl) W .d M o00 _ U Go �LLGo oco Y� Y Q rn 1f) O ICL < A , N C B D C B D• i °:�.•/4 �•: \4��c` MWit 10 NJ� =�< Z � WS , iaM /�ll!O _lliliSii �`ao ' El To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. 1f O CN Z 0a)r-, M O M Q V Lr) H �LL.� Zal� U CO Q zca W J�~ J Za f� uj 1Z8U gww-1 RzZ J o�EB L oZ z� << J �3 2: w O U 2 0 Z_ Lu � o9 1- cc G . F7 _j a�2 o�� ILL ¢a3 Q Z ^ s J rl In r-1 LiJ 20: i < LL o ra..r 2 U M � Q Z Z � W�F Z �z m Z g ,,-r 0 w = SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. S5 DOOR JAMB (REFER 1X4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL DOOR JAMB (REFER 1 X 4 1/2" DRYWALL UNACCEPTABLE INSTALLTION MAX TO SHT. SDW2-K1 P.T. TO SHT. SDW2-K1 TO SHT. SDW2-K1 FOR CONN. DETAILS PROPER INSTALLATION 8" DO NOT DO THIS ' 2"x BOT. PLATE W/ (2)1Od @ 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 1 X 4 3-1/4" LONG X 3/16" 0 FURRING 3/16"0 X 3" LONG FURRING 3/16"QJ X 3-1/2" LONG FURRING #5 REBAR ` ' AND NAILED W/ 8d COMMON I " O.C.E AND 12" O.C. FIELD 2X BOTTOM PLATE w/ 8d @ 4" O.C., 2 ROWS STAGGERED TAPCON. INTO TAPCONS STAGGERED @ 16" TAPCONS STAGGERED 2X8 (TYP,) BLOCK@ SPACING „ 1 DETAIL 1X8 P.T. STAGGERED @ 16" O.C. O.C. 2-ROWS INTO 2-ROWS INTO 1X8 PER MANUFACTURE MASONRY THROUGH 1-1 /2" DETAIL MASONRY THROUGH 3 1� DETAIL STD. 90A ` D. 90° HOOK (TYP.) 2x BAND JOIST wi FACE NAIL 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 10d @ TRUSS VERT. WEB 3/16" x 3 -1/2" TAPCON x 3 @ 16" 1X4 P.T. 10 METAL SEAT PLATE O.C. & 4" FROM 3/16" x 3 -1/2" DOOR JAMB (REFER 1 X 4 1/2" DRYWALL El 0/a NOTE: DOOR JAMB (REFER EACH END W/MIN DOOR JAMB (REFER TTAPCON TO SHT. SDW2-K1 FOR LAP SHEATHING TO TO SHT. SDW2-K1 2" EDGE DIST. TO SHT. SDW2-K1 CONN. DETAIL BOTTOM OF BAND FOR CONN. DETAILS FOR CONN. DETAILS 10d @ 12" O.C. 1 X 4 JOIST TYPICAL FURRING 2X8 P.T. WITH 3/16" 0 X 3° LONG TAPCONS NOTC ' ±2" F� FIRST COURSE USP HGAM10 12" O.C. w/4-SDS 1/4x1 1/2" SCREWS INTO BAND 2x P.T. AS REQ'D 2X8 P.T. 2X8 STAGGERED @ 16" O.C. ' ` NOTCH WEB JOIST & (4) 3116"x1-3/4" WEDGE 2x DETAIL 21 /4" DETAIL 2-ROWS INTO MASONRY 3-1 /4" DETAIL +5A AT THE FIRST 2 COURSES BOLTS INTO K.O. BLOCK ,' BUILDOUT OVER SIZE DOOR -WINDOW ROUGH OPENINGS CC SCALE: N.T.S. FOLEDCELLPER PLAN FILLED CELL INSTALLATION H RETROFIT FOR MISSING EMBEDDED STRAP SS � SCALE: N.T.S. SS SEE TYP. 2-STORY WALL SECTION FOR ADDL. INFO SCALE: N.T.S. 2x8 P.T. BUCK -CONNECT TO BLOCK SECTION A -A UPLIFT CAPACITY = 945 # FOR 1 STRAP W/ 1/4" x 31/4" TAPCON (1 1/4" MIN. =1890 # FOR 2 STRAPS ^ ;; FILL 1st COURSES EMBEDMENT INTO BLK.) 1/4" MAX 2'_0" 8" 1-PLY PRE-ENGINEERED TRUSS " .•. SOLID W/GROUT ir 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) �' x 2a" ; • BLOCK HEADER TAPCONS .a 1/2" DRYWALL __ * (IF TRUSS IS 2 PLY INSTALL USP HTWM16 W/ (6) 10d NAILS x 1j" NAILS AND 8d NAILS AT 811 O.C. AT BUCK (4) " X 14"WEDGE BOLTS [ (1) STRAP =1225 # a 2 x 8 45A 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 7/16" OSB TO BE INSTALLED BOND BEAM OR CAST y 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 CONTACT ENGINEER OF RECORD FOR OR FURTHER INSTRUCTIONS. ^. �. SCRIBE (NOTCH) FACE OF ARCH W/ (3)10d NAILS BACKSIDE TO FIT ARCH (4)10d NAILS INTO 2 x8 AT EA. END RETROFIT TRUSS DETAIL OVERHAN CONNECT W/ 8d NAILS BRACE/ BLKG. N.T.S. INSTALL WDW. SCREW ANCHOR-' 2 x 4 SOLID BLKG. (FULL WIDTH OF WALL) BTWN. OSB PROVIDE TAPCON WITHIN INTO ARCH BLKG. PER ARCH FACES W (4)10d NAILS THRU OSB INTO 2 x 8 4 MIN. OF BRACE 2 X 4 #2 SYP SCAB TO SIDE OF RETROFIT WALL OVERHANG DETAIL (NTS) 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 1 112" -- 1-112" THK. OR MORE BUCK WITHIN 6" MIN. OF START OF ARCH 2X6 SYP #2 CONT. (MATCH TRUSS DEPTH * DOUBLE 2x4 SCAB FOR Z-6" TO 4'-0" O.H. START OF ARC IF TRUSSES USED) W/ (3) #6 X 4'/2' WOOD NOTE: FOR OVERHANGS LESS THAN 314" - NO REPAIR REQ'D. 4 MAX. RAD. SCREWS @ 16" O.C. MAX. OR IF MASONRY x (2) 10d NAILS @ 8" O.C. G�FRyq ARCH DETAIL J WALL USE (3)1/4" X 31/2" TAPCONS AT 16" TO TRUSS TOP CHORD N SCALE: N.T.S. SS O.C. 12 + + �FNCT/yPLYWOOD SHEATHING 1r-�r� 5�-Orr JACK TRUSS PROVIDED BY SEE + + Is TRUSS COMPANY OR PLAN 2x6 #2 SYP @ 24" O.C. + + + INISH FLO 2 x 8 BUCK - CONNECT TO BLOCK SECTION + + BLOCKING AS ° WITH 1/4" x 31/4" TAPCON (1 1/4" MIN. B_B ROOF SHEATHING ATTACHED + REQUIRED Q EMBEDMENT INTO .) PER NAILING SCHEDULE ALL TO SUPPORT ° r1/4" MAX # 2,-0„ 8„ TRUSS + SOFFIT + ° .. , .• . s ►.. gyp' > D. #5 BAR BLOCK HEADER SOLID BLKG. AT TOP BTWN. ARCH (5) -12d NAILS + 1'0„ ° ` s . ° CENTERED W/ g BLKG. &BUCK 2X6 TO 2X4 USP RT3A 2X4 SYP ► , . n .' ° as K - IN TOP b 1 X 4 FURRING EACH TRUSS > •' ' KNOCKOUT / Cal 8d NAILS @ 8" O.C. AT BUCK 2 x 8 VERT. W/ (2)10d CHAIR BLOCK NAILS AT EA. END PROVIDE 2 x 8 DIAG. BRACE B PROVIDE (2) MIN. TAPCON AT EA. SIDE PROVIDE 2x CONT. W/ (3) CONNECTOR — MONO FOOTING ' SIZE AND REINF. PER PLAN "a' ° VERT. BRACES WHEN HGT. OF 12d NAILS • BRACE EXCEEDS 24" BUCK - (1) WITHIN 4" JACK TRUSS PROVIDED BY SEE LINTEL SCHED. AND SECTION DETAILS LEAVE A CUT OUT IN O.S.B. ON T MIN. OF START OF TRUSS COMPANY OR 2x4 2 x 8 VERT. BRACES INSIDE TO ALLOW FOR INSULATION O ARCH #2 SYP 24" O.C. @ ENTER SO IT CLEAN FILL 6 z TO BE INSTALLED DIRT • BUILT UP PLWD. BUCK - 4'-0"MAX SEE PLAN PRECAST LINTEL •°,•. °ffTANDARD b SCRIBE (NOTCH) BACKSIDE 7l16" OSB ARCH PANEL 2X4 SYP #2 CONT. (MATCH TRUSS DEPTH SEE ELEVATION #5 BAR IN ° HOOK iv TO FIT ARCH CONNECT W/ START OF ARC IF TRUSSES USED) WI (2) #6 X 4Y? 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" �� INSTALL WDW, SCREW THRU OSB INTO 2 x 8 O.C. ,,'• ` .- ," ' ,, ,• , ,,, • ,'''• Sk ANCHOR INTO ARCH BLKG. PER INSTALLATION DETAILS ARCH DETAIL K SECTION @ENTRY L SECTION @ ROOF EXTENSION M STEMWALL FOOTING SIZE AND B-g SCALE: N.T.S. SS SCALE: 3/4" = V-0" SS SCALE: 3/4" = V-0" SS MONO TO STEMWALL FOOTING REINF. PERLAN AND STEMWALL SECTION DETAILS SCALE: 3/4" = V-0" GLASS BLOCK INSTALLATION NOTES NOTE: IF RETROFIT FILLED CELL CONDITIONS A) COVER SILL AREA WITH A HEAVY COAT OF ASPHALT EMULSION. ALLOW EMULSION TO DRY EXCEED (3) PER PROJECT, CONTACT ENGINEER OF RECORD AT LEAST 2 HOURS BEFORE PLACING MORTAR. B) ADHERE EXPANSION STRIPS TO JAMBS AND HEAD. MAKE CERTAIN EXPANSION STRIP FOR ADDITIONAL INSTRUCTION. EXTENDS TO SILL. C) SET A FULL MORTAR BED JOINT, APPLIED TO SILL. MASONRY WALL. SEE PLAN FOR EXISTING BOND BEAM. REINFORCING. PROVIDE LOWER D) SET LOWER COURSE OF BLOCK. MAINTAIN A UNIFORM JOINT WIDTH OF 3/8" PLUS OR MINUS HOOKED DOWEL 1/8". ALL MORTAR JOINTS MUST BE FULL AND NOT FURROWED. ALL MORTAR SHALL BE TYPE "S" OR "N". STEEL TOOLS MUST NOT BE USED TO TAP BLOCKS INTO POSITION. (PLACE EXPANSION STRIP SEE SHEET D2 AND FLOOR PLAN FOR DRILL 3/4"X6"MIN. HOLE 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 BLOCK IT MAY BE NECESSARY TO USE WEDGES IN THE MORTAR JOINTS OF THE LOWER ANCHOR W.W.M. AT PERIMETER H1716 W/ (18) -16d NAILS TO CAP TO PREVENT LEAKAGE COURSES TO PREVENT THE MORTAR FROM BEING "SQUEEZED" OUT. 1/4" EXPANSION BOLT (2 WHERE THIS CONDITION (1) #5 BARS CONT. STUDS & (1) - 5/8" DIA. ALL THREAD ROD EPDXIED W/ r #5X6' EMBEDDED INTO E) INSTALL PANEL REINFORCING IN EVERY OTHER MORTAR BED HORIZONTALLY AND IN JOINTS PER ANCHOR 9 ga. PANEL ) OCCURS TOP WITH MIN. 3 SIMPSON SET EPDXY MIN. a � EXISTING BOND BEAM z IMMEDIATELY ABOVE AND BELOW ALL OPENINGS WITHIN PANELS. (THE SAME SPACING REINFORCING COVER 61_0.1 5" EMBEDMENT & 3" MIN. 0 SHALL APPLY TO PANEL ANCHORS WHEN USED AT JAMBS AND HEADS IN LIEU OF CHANNEL (EVERY OTHER F.F. EDGE DISTANCE ¢ FILL CELL FULL HEIGHT W/ OR CHASE SURROUNDS.) RUN REINFORCING CONTINUOUSLY FROM END TO END OF PANELS. COURSE) EXPANSION STRIP g LAP REINFORCING NOT LESS THAN 6 INCHES WHENEVER IT IS NECESSARY TO USE MORE , 0O 0 NON SHRINK GROUT. THAN ONE LENGTH. DO NOT BRIDGE EXPANSION JOINTS WITH REINFORCING. INSTALL e v a A REINFORCING AS FOLLOWS: SEALANT n — r f � o- 1 PLACE LOWER HALF OF MORTAR IN BED JOINT. DO NOT FURROW. e P g * PRESS PANEL REINFORCING INTO PLACE. 6" MIN. LAP SPLICE W/ o ° v z #5X6' EMBEDDED INTO g EXISTING FOOTING * COVER PANEL REINFORCING WITH UPPER HALF OF MORTAR BED AND TROWEL REINFORCING PANEL 2-#5X6' IN CONC. SMOOTH. DO NO FURROW. ° ° N FILLED CELL DRILL 3!4"X6"MIN. HOLE F) PLACE FULL MORTAR BED FOR JOINTS NOT REQUIRING PANEL REINFORCING - DO NOT GRADE P. ' e SET BAR IN EPDXY FURROW. MAINTAIN UNIFORM JOINT WIDTH. 6" MIN. LAP p e : G) SET SUCCEEDING COURSE OF BLOCKS. SPACE AT HEAD OF PANEL AND JAMBS MUST SPLICE NOTE: M REMAIN FREE OF MORTAR. SEE GLASS BLOCK INSTALLATION <SEALANT NOTES. r g : • H) STRIKE ,JOINTS SMOOTH WHILE MORTAR IS STILL PLASTIC AND BEFORE FINAL SET. AT THIS 0li.. ° \tea TIME RAKE OUT ALL SPACES REQUIRING SEALANT TO A DEPTH EQUAL TO THE WIDTH OF THE ;4" SAW CUT SPACES. REMOVE SURPLUS MORTAR FROM FACES OF GLASS BLOCKS AND WIPE DRY. GLASS BLOCK DETAIL \ ° (2) #5 REBAR. MIN. 3" TOOL JOINTS SMOOTH AND CONCAVE, BEFORE MORTAR TAKES FINAL SET. (REMOVE WEDGES FROM LOWER COURSES OF SOLID BLOCKS AND POINT THE VOIDS WITH MORTAR.) GLASS BLOCK SHALL BE INSTALLED PER THE FLORIDA BUILDING CODE RESIDENTIAL SECTION R160 16" MIN. 01 COVER EA. WAY SECTION 1) AFTER FINAL MORTAR SET (APPROX. 24 HOURS), INSTALL PACKING TIGHTLY BETWEEN EXISTING FOOTING A GLASS BLOCK PANEL AND JAMB AND HEAD CONSTRUCTION. LEAVE SPACE FOR SEALING. 1 SCALE: N.T.S. J) APPLY SEALANT EVENLY TO THE FULL DEPTH OF RECESSES IN ACCORDANCE WITH THE SECTION AT DEEP MONO FOUNDATION RETROFIT FOR MISSING MSTAM STRAP MANUFACTURER'S APPLICATION MANUAL AND INSTRUCTIONS. „ RETROFIT FILLED CELL DETAIL K) A MAXIMUM OF 60 SQUARE FEET OF GLASS BLOCK MAY BE INSTALLED IN ANY OPENING. SCALE: 3/4„= 1-0 SCALE: 3/4„= 1-0 FOR WIND SPEEDS UP TO 110 MPH*, PER PITTSBURG CORNING RECOMMENDATIONS FOR SCALE: N.T.S. INSTALLATION OF GLASS BLOCK. ULO z_M 0 z `O z Q J a Z c!� C9 Q) C (D(u w 0 U — w 0 F_ E c o in flu~ U 0 m w E ' I-8 mM c' m � 00N _ 9 U �sU.Go j Y r; Q 0 �0 64�o A 1 B D. N.c.B.o.0 Q • . • 7p. C,s mot• � J— W ., M Lu W Q; •o rn� LL tzf,,'j�4 CA ��fj � S S 10 chi b To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z (VO 0�1� > (n M O M Q V 'gyp Ln :2 cn a in ti H a oC U O Q Z W Jo tO v LU Za �a LL. V Z U U WWx Z� go n �22 L ZZ 1 8 Z ai 4 � rl O U =LU o� 0 o�� W $ n 0 Zao W c Z Z �oLn ,-� LLZ .I L1) Lli Q x Z g Z Q1Z Ln M Z Z Z m LU Ul) f SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAM ES VERSION N0. 10 SHEET NO. �� CROSS BRACING DETAIL (TYP.) SCALE: 1/2" = V-0" TRUSS NOTES: CONV. FRAMED RIDGE 1. WOOD TRUSS ERECTOR SHALL PROVIDE BRACING ACCORDING TO ANSI/TP1-2002 MAY BE NAILED ( TRUSS PLATE INSTITUTE) NOTE THAT THE COMBINED WIND AREA IS GREATER W/ MIN. (4) 12d WHEN BEFORE THE ROOF SHEATHING IS APPLIED, AND BRACING SHALL THEREFORE BE IT LANDS NEXT TO INSTALLED AS THE TRUSSES ARE ERECTED. INADEQUATE BRACING IS THE MOST PRE-ENG. TRUSS? COMMON CAUSE OF ACCIDENT IN WOOD TRUSS CONSTRUCTION. FULL BUNDLES OF PLYWOOD SHALL NOT BE PLACED ON TRUSSES. THIS CONSTRUCTION LOAD SHOULD BE LIMITED TO 8 SHEETS OF PLYWOOD ON ANY PAIR OF TRUSSES & SHALL BE LOCATED ADJACENT TO THE SUPPORTS. NO EXCESS CONCENTRATION OF ANY CONSTRUCTION MATERIAL (SUCH AS GRAVEL OR SHINGLES) SHALL BE PLACED ON THE TRUSSES IN ANY ONE AREA THEY SHALL BE SPREAD OUT EVENLY OVER A LARGE AREA SO AS TO AVOID OVERLOADING ANY ONE TRUSS. 2. ALL BRACING (DB,CB,BB) SHOWN ABOVE SHALL BE IN ADDITION TO CONTINUOUS LATERAL BRACING SPECIFIED BY THE TRUSS MANUFACTER ALL LATERAL BRACING SPECIFIED BY TRUSS MANUF. SHALL HAVE ADDITIONAL DIAGONAL BRACES AT 20'-0" O.C. MAXIMUM. 3. ALL BRACES SHALL BE 2X4 NOMINAL DIMENSION LUMBER & SHALL BE ATTACHED W/ 2-16D NAILS AT EACH TRUSS INTERSECTION. 4. ADDITIONAL BOTTOM CHORD BRACING SHALL BE INSTALLED AS REQUIRED BY TRUSS DESIGN WHEREVER ADEQUATE STRUCTURAL CEILING ARE NOT ATTACHED DIRECTLY TO THE BOTTOM CHORD OF THE TRUSS. 5. PROVIDE TRUSS BLOCKING AT ALL TRUSS BEARING SUPPORTS WHERE TRUSS DEPTH EXCEEDS STANDARDHEEL 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 "^AL SHEATHING PER NAILING VARIES W/ ROOF SLOPE X4 CONT. W/ (2) 5d COMMONS AILS EACH TUD TYP. T&B TRUSS OR ROOF SYSTEM SHEAR TRANSFER EXTERIOR. WALL rT� SCALE: 3/4" = V-0" CB .., I ww ` ter.... I .. 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 �3 7 PRE-ENG. TRUSS f 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 PROVIDE 2X4 MIN. BLOCKING AT OF HIP/RIDGE, TYP.BETWEEN TRUSSES W/ (2) 12D NAILS EACH END TO TRUSS TOP CHORD TYP. �A TRUSS G.T. ADD 2X4 ALONGSIDE TOP CHORD WHEN REQ'D TO PREVENT PLYWOOD SPAN FROM EXCEEDING MAX 24" SPAN (EITHER A USSES HIP SIDE OR BOTH IF REQ'D) Yf 7 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 jC . 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-/ CONC. MASONRY T & B CHORD STEEL OR WOOD BEARING SUPPORT A -A ALTERNATE BLOCKING DETAIL @ INTERIOR BEARING SCALE: 1/2" = V-0" PROVIDE BLOCKING AT ALL TRUSS BEARING SUPPORT WHERE TRUSS DEPTH EXCEEDS STANDARD HEEL HEIGHT USP LSTA18 CENTERED @ SPLIT TO TIE BEAMS TOGETHER SEE FLOOR PLAN FOR COLUMN SIZE & ADDITIONAL INF( SCALE: 1 /2"= V-0" USP HD4101F BUCK" - SEE ROOF PLAN R MORE IN SEE FLOOR PLAN F COLUMN SIZE & BASE 7/16" OSB FLITCH PLATE CONNECTION INFO REQ'D ONLY WHEN INDICATED ON BM. 7/16" OSB FLITCH PLATE SEE FLOOR PLAN FOR SCHEDULE/PLAN REQ'D ONLY WHEN COLUMN SIZE & BASE OPTION A INDICATED ON BM. CONNECTION INFO /117T1r1AI (2) 2x8 #2 SYP W 7/16" O.S.B. FLIT PLATE TOP @ TI BRG. TYPIC WALL NOTE: PENDING BEAM BEARING LOCATION, THE BEAM CAN SIT ON TOP OF COLUMN W/ (2) HTW20 STRAPS USP JUS46 OR JUS461F BUCKET TO COLUMN SUPPORT COLUMN BUILT-UP (2)-2x4's OR 4x4 W/ (2)-10d NAILS @ 8" O.C. EACH PLY (SHOWN AS 4 x 4) (2) USP HTA20's w/(10)-10d x 1 1/2 EA. TO COL. ALT: (2) USP MSTAM36 STRAPS CENTERED w/(13)-10d NAILS Ea TO COL. TIE BEAM BEAM @ RAISED ENTRY MASONRY WALL 4 SCALE: 1/2" = V-0" SEE PLAN FOR CANT. SCHEDULE/PLAN OPT I 0 N B 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) A F-� A SEE PLAN FOR : SEE PLAN FOR CANT. IF INDICATED CORNER d SEE FOUNDATION ° PLAN FOR MORE INFO 5" COMMON BM. ATTACHMENT SCALE: 3/4"=V-0" SCALE: 3/4"=V-0" MIDDLE BM. SPLICE OVER CENTER OF POST OL VARIES ROOF SHEATHING SEE 1/S5 FOR ATTACHED PER ADDITIONAL SEE PLAN FOR 2x4 #2 SPF BRACING NAILING SCHEDULE OUTLOOKER 8d NAILS AT VALLEY TRUSS @ EXTERIOR SHEATHING INFO. 4" O.C. INFO. I \ 16" O.C. W/ (4) 12d COMMON TRUSSES. ATTACHED PER TOENAILS TO TOP SEE TRUSS PLAN 2X4 STUDS W/ USP NAILING SCHEDULE PLATE & (2) 12d END MIN. (2) 2x4 1 FOR CONNECTION SPT22 @ BASE SEE NAILS TO TRUSS F PP�FT OP INFORMATION. /F60FOR MORE GRBLc BOTTOM CHORD 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 p MIN. 2x4 #2 SYP P.T. PLATE �. W/ 1/2"X8" EPDXY ANCHOR MASONRY WALL SEE @ 3" FROM EACH END & PLAN FOR MORE 16" O.C. MAX. INFO. SECTION @ ENTRY 8 SCALE: 3/4" = V-0" 2X4 BASE PLATE W/ USP LSTA30 OR MTW12 TO FLOOR GIRDER BELOW @ 16" O.C. 16" FLOOR SYSTEM J FLOOR GIRDER SEE PLAN FOR SEE PLAN FOR DIRECTION CONNECTION SECTION @ FLOOR CONNECTION 22 SCALE: 3/4" = 1'-0" 1/2" PLYWOOI (2) 16d NAILS TO EACH COMMON TRUSS/ FRAMING TYP TOP & BOTTOM MASONRY WALL BELOW: USP a.. 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 ate. SEE ROOF PLAN FOR CONNECTION SECTION AT HIP GABLE 12 SCALE: 3/4" = V-0" JACK TRUSS (AS SHOWN) OR GABLE END SEE TRUSS LAYOUT CLIP EACH TRUSS (SEE ROOF PLAN FOR TYPE) FRAME OUT TO BLOCK EDGE SEE DETAIL 4/D1 FOR BEAM SIZE EXTERIOR SHEATHING MEM ATTACHED PER NAILING SCHEDULE il 2x SPF #2 AT 16" O.C. BUILDER FRAME RADIUS AS REQUIRED KNEEWALL 0 ENTRY FRONT WALL s SCALE: 1/2" = 1'0" 2X4 #2 SYP NAILER. NAIL TO STUDS W/3-16d @ EA. STUD. TOENAIL EA. TRUSS TO NAILER w/3-10d USP JU26 OR IF 2 PLY -� TRUSS USP JUS26-2 TRUSS TO LEDGER 2X8 #2 SYP CONT. LEDGER w/ (4) 16d NAILS ATTACH NAILS INTO END OF EACH FLOOR TRUSS, 24" O.C. MAX. (AT EACH SIDE OF G.T. INSTALL (4) NAILS EACH SIDE) ROOF AND EXTERIOR SHEATHING ATTACHED PER NAILING SCHEDULE SEE 2ND FLOOR WALL SECTION FOR ADDITIONAL INFORMATION SEE FLOOR FRAMING PLAN AND J/S6 FOR MORE INFO. VERIFY WITH PLAN FOR LOCATION AND DIRECTION (IF PARALLE SEE 2/1312 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 VERTIVAL 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/— / Z- (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" ��j DETAILS &SECTIONS (D'a Z o Z Z Q J W crn � p 0 w E CO) V) i- o m r U w 8 RN 0 M ' 2 SQ O co O O00 = ai U tLL aY Of Y a 0) t17 0 a)<6 A , B D. N C a D C 1W*/r �.. 04 i 0. dt asq � ���%tJtrnt4ll'ti �� To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code 5th Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. CD Z NO 0 a)N � M �O M � j M In 2: 6 O Ln Q I- LL a � 0C U fa ,-t Q C 0000 Z W d- J W za F uC4Op � tin Ix Y Z U Z Z O�W W um�® Z >` Z }8 $Z z 01 U Z U =Uj a ILRo H9 I-: 05 _ W g 0 = pa U4ar Q ^ ~� $� Z Z di Q LIU 8 Y0a In M Q Z ~ Z m O Z g LU = =0 EA W rn ,--1 a V) SCALE : AS NOTED DATE : 2/24/2014 TECH: MJAMES VERSION NO. 10 SHEET NO. D1 WEATHER RESISITIVE BARRIER TAPE (ASSEMBLED NANODW ) HEAD FLASHING TIE-IN INSTRUXTIONS; 1. Cut, fold up & temporarily secure weat THESE DETAILS ARE GENERIC AND barrier above header t0 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 "") WEATHER VE BARRIER & 1ARILY SECURE 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 JOI: UNDER DECKING ED FLASHING (SEE DETAIL WP07) 8 2 SELF -ADHERED FLASHING E AM WEATHER RESISTIVE BARRIER DOOR ROUGH OPENING 3/4"-1" BEAD OF CONSTR. ADHESIVE TO BE APPLIED UNDER THRESHOLD OF DOOR AND RETURN UP JAMB 6". USE LIQUID NAIL BRAND OR EQUAL WEATHER PROOF CAULKING i� 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 �o u 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 Eon 1 2 4 5 WINDOW UNIT SLOPE 0.3 in: 12.0 in (0.6 cm : 30.5 cm) SELF -ADHERED FLASHING EXTERIOR CEMT. FIN. BUILDING PAPER L7�WIRE SELF -ADHERED FLASHING CEMT. FINISH SILL/ POTSHELF/ CHIMNEY SHOULDER MECHANICALLY FASTEN IF NEEDED IN CORNERS THROUGH SELF -ADHERED FLASHING -� a �o 0 0 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 SELF -ADHERED FLASHING SELF -ADHERED FLASHING • FOUNDATION WEEP SCREED DECK JOIST , OUTSIDE CORNER , • Water Resistant Barrier Lath Sheathing Stucco FLASHING REQUIREMENTS R612.10 Flashing, Sealants and Weatherstripping. Flashing and sealants for exterior windows shall comply with Section R703.8. R703.2 Weather -resistant sheathing paper. One layer of No.15 asphalt felt, free from holes and breaks, complying with ASTM D 226 for Type 1 felt or other approved water -resistive barrier shall be applied over studs or sheathing of all exterior walls. Such felt or material shall be applied horizontally, with the upper layer lapped over the lower layer not less than 2 inches (51 mm). Where joints occur, felt shall be lapped not less than 6 inches (152 mm). The felt or other approved material shall be continuous to the top of walls and terminated at penetrations and building appendages in a manner to meet the requirements of the exterior wall envelope as described in Section R703.1 Exception: Omission of the water -resistive barrier is permitted in the following situations: 1. In detached accessory buildings. 2. Under exterior wall finish materials as permitted in Table R703.4 3. Under Paperbacked stucco lath when the paper backing is an approved water -resistive barrier. R703.8 Flashing. Approved corrosion -resistant flashing shall be applied shingle -fashion in a manner to prevent entry of water into thewall cavity or penetration ofwater to the building structural framing components. Self -adhered membranes used as flashing shall comply with AAMA 711. The flashing shall extend to the surface of the exterior wall finish. Approved corrosion -resistant flashings shall be installed at all of the following locations: 1. Exterior window and door openings. Flashing at exterior window and door openings shall extend to the surface of he exterior wall finish or to the water -resistive barrier for subsequent drainage. Flashing at exterior window and door openings shall be installed in accordance with one or more of the following or other approved method: 1.1 The fenestration manufacturer's written flashing instructions. 1.2 The flashing manufacturer's written installation instructions. 1.3 In accordance with FMA/AAMA 100, FMA/AAMA 200, or FMA/WDMA 250. 1.4 In accordance with the flashing method of a registered design professional. 2. At the intersection of chimneys or other masonry construction with frame or stucco walls, with projecting lips on both sides under stucco copings. 3. Under and at the ends of masonry, wood or metal copings and sills. 4. Continuously above all projecting wood trim. 5. Where exterior porches, decks or stairs attach to a wall or floor assembly of wood -frame construction. 6. At wall and roof intersections. 7. At built-in gutters. R703.6.2.1 Weep Screeds A Minimum 0.019-inch (No. 26 Galy. sheet gage), corrosion -resistant weep screed or plastic weep screed, with a minimum vertical attachment flange of 3 1/2" shall be provided at or below the foundation plate line on exterior stud walls in accordance with ASTM C 926. SELF -ADHERED FLASHING PRODUCTS DETAILS TWO LAYERS OF FELT OR ONE LAYER OF HOUSE WRAP AND ONE LAYER OF FELT ARE REQUIRED BEHIND STUCCO. FBC R703.2.1 Detail Instructions Refer to the number marked as #0n 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 Weep Screed 1 1/2" to 2" Above Roof Sheathing Note: The building paper and metal lath must be installed over the top of the weep screed. WEEP SCREED DETAIL NOT USED , NOT USED NOT USED SCALE: NOT TO SCALE 7/8" Cement Plaster in accordance with ASTMC926 Felt backed metal lathe in accordance with ASTMC1063 Building Paper 7/16" O.S.B. sheathing Stampede or similar cauk bottom joint only Weep Screed Installed As Per Manufact. Specs. 1/2" Cementitious Decorative Finish All inside and outside corner will need to be miter cut and caulked all butt joints need to becaulked using Stampede or sim. caulk for all C9 11 Z - o zCD Z Q O J Z W cn i--J w w OE~ � o c%i ►- U 0 m CN W E - 8 asF- oM C RI m O CN OQj Z U_ c0 Y ono tC) O W Qrn rnCL Qo A , N C B D C WV*1 ;r ti O N cD t�Q N O Oi tl") 0 O M, N O allo Z O Z D LL C It-LL; ow LL `�p W - ." r Wci¢a.- Z Zy�;o� 0 9 0 o0 m m Z in ILigi0 14 W Na;� OU o U ❑❑ To the best of the Engineer's knowledge, information, and belief, the structural plans and specifications contained within these drawings comply with the Florida Building Code Sth Edition (2014) Residential. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. O Z NO O�l� >V)roo M Q - Ln a cn•L� Q L_ U_Ln Q ^ tJ CL � Z Q CC) Z Z § M WJ 0 z Z, f� F- V O0 U Z ij Z VOZW i Cn 8'�o 0�u8 U W Q O i ZQ o V > C) i Z 12 p 7 Z U = 11 W Lu oLL I- R 0 J QUYu� 0 Q u 0 Zo< Q�X� Z *o W Lin LLJ W aljo�Z a o J rl W Y Q M Q Z W~� �WZ LM Z Z t i I170 O ^ 2 =10 a Z rn .--I 0- cn SCALE : AS NOTED DATE : 2/24/2014 TECH: M]AM ES 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 FLX15225-RI Code Entity or Dab Date Date Pendina Data Type Versio Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Therma-Tru Corporation Rick Wright National Accreditation & Ryan J. King, P.E. 06/28/2015 06/13/2015 07M/2015 Approved Category Exterior Doors (419) 298.1740 Management Institute (813) 7674555 Subcategory: Swinging Exterior Door Assemblies rickvumrwbldgeonsultants. Compliance Method: Certification Mark or Listing com FL#15225-R3 Products Quality Assurance Approved for Use Approved for Use Im Da Ct Deslan Se # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 5 e. &quot;Smooth-Star&quct, and &quot Benchmark by 6/8 and 810 Opaque and Glazed Fiberglass Door with 12/3112021 No Yes No N/A Therma-Tru&quot, and without Sidelites. Inswing and Outswing 6 f. &quot;Premium Series&quot;, &quotConstruction 6/8 and 8/0 Opaque and Glazed Steel Door with 12131/2021 No Yes No N/A 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 or 1 1/92017 FL#15279-R4 .29A Entity or 211 20 Date Pendina 20 Iype Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Revision 2014 Clopay Building Products Company Mark Westerfield Intertak Testing Services NA, Gary Pfuehler 06/122015 03/19/2015 06/21/2015 Approved Category: Exterior Doors (513) 770-6062 Inc. (513) 519-e566 Subcategory: Sectional Exterior Door Assemblies rnwesterfield@ciopay.com Compliance Method: Certification Mark or Listing FL#1527944 Products Quality Assurance Approved for Use Approved for Use Impact Design Se # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 37 037 V/5-09 PAN-2F151: 84A, 94, 73, 75, 1500, 190, 76, Steel Pan (rain. 25 ga.) Single -Car (up to 9'0" wide) 05/21 /2028 No Yes No +30 PSF/-32 76V, 4RST, 4RSF, 8RST, 8RSF, 2RST, 48, 42, 55, 48B, WINDCODEB#174; W5 Garage Door PSF 42B, 55S, GD5S, GD5SV, GR5S, GR5SV, ARSS, AR5SV, ED5S,ED5SV 53 053 W5-16 PAN-2F153: 84A, 94, 73, 75, 1500, 190, 4RST, Steel Pan (min. 25 ga.) Double -Car (92" to 160" 05/21/2028 No Yes No +30 PSF/-30 4RSF, 6RST, SRSF, 48, 42, 55, 48B, 42B, 55S, GD5S, wide) WINDCODE&#174; W5 Garage Door PSF GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV 85 085 W 8-09 PAN-21`153: 73, 75, 84A, 94, 42, 48, 42B, 488, Steel Pan (min. 25 ga.) Single -Car (up to 97wide) 05/21/2028 No Yes No +38 PSF/42 4RST, 8RST, GD5S, GR5S, AR5S, ED5S WINDCODE&#174; W8 Garage Door PSF 102 102 V06-16 PAN-2F153: 73, 75, 84A, 94, 42, 48, 42B, 48B, Steel Pan (min. 25 ga.) Double -Car (92" to 162' 05121=8 No Yes No +37 PSF/41 4RST, 8RST, GD5S, GR5S, ARSS, ED5S wide) WINDCODE&#174; W6 Garage Door PSF Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 FL#15266-R2 Entity or 2020Date Pendina 20IYp4 � Manufacturer Contact Engineer & License Validated By validated Submitted FBC Approval Approved Status Affirmation 2014 MI Windows and Doors Brent Sitlinger Luis Roberto Lomas Steven M. Urich, PE 04/30/2015 04/302015 05/10/2015 Approved Category: Windows (717) 365-33M PE-62514 (717) 317-8454 SubCategory. Horizontal Sider bsitfinger@miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FLX152>11841t2 Products Use for Use Deslan Product Model. Number or Name Product Description Quality Assurance Contract Exoinatlon Approved for Approved Date In IM¢ Outside HVHZ Impact Resistant Pressure 1 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 12/3l/2017 No Yes No N/A 2 SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 72X54 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 12J312017 No Yes No N/A SLIDER 10BX48 4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL 1213112017 No Yes No N/A SLIDER FL#13182-R4 Twe � 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 FL213192-R4 Products 120.1 Product Model. Number or New 1 Cemplank Lap Siding 2 HardiePlank Lap Siding Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EnM or Contact Enainear & License Pingsheng Zhu Ronald l Ogawa (909)349-2927 PE-24121 pi ngsheng.zh u@jarreshar die.00m Product Description fiber -cement lap siding fiber -cement lap siding validated By John Southard, RE (352) 367.2526 Page 1 of 2 VW017 Date Role Date Pendina Daft Validated Submitted FBC Approval Approved status 08/26/2015 08/17/2015 09/07/2015 10/16/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Dasion Contrail Bmiratlon Date IpMVUiZ Outside HVHZ Resistant 1' 01/012018 Yes Yes WA WA 011010018 Yes Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 or 1 1/92ol7 FLM 5000-R2 20 Entity or 2& pats Date Pendina IZat& jypg Versio Manufacturer Contact Engineer& License Validated By Validated Submtted FBC Approval iAooroved agatbs Revision 2014 Therma-Tru Corporation Rick Wright Lyndon F. Schmidt, P.E. Ryan J. King, P.E. 06/28/2015 05/29/2015 07/05/2015 08/19/2015 Approved Category: Exterior Doors (419) 298.1740 PE-43409 (813) 787.8555 Subcategory: Swinging Exterior Door Assemblies rickvQrwbidgconsultants. Compliance Method: Evaluation Report from a com Florida Registered Architect or a Licensed Florida Professional Engineer FL015000-R2 Products Quality Assurance Approved for Use Approved for Use Im oact Desian 11gag Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 a. &quot;Fiber-Classic&quot, or &quot;Snadh-Star&quot; 68#39;8 &quotNon-Impact&quot; Opaque Fiberglass 12131/2018 Yes Yes No N/A Door with &amp; without Sidelits(s) - Outswing (X, OX or XO, OXO, XX OXXO Configurations) FL#11537-R6 Sr3Sl4 I1CBe Versio Manufacturer Revision 2014 CURRIES Division of AADG, Inc Category: Exterior Doors Subcategory: Exterior Door Components Compliance Method: Certification 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 Contact Nelson Kraschel UL LLC (641) 423-1334 nelson.kraschel@doorgro up.com Product Description Flush, Glazed, and Lowered single and pairs of hollow metal doors. Three sided and four sided single and pairs of frames. Tansom frames. Validated By Ted Berman, PE (305) 868-4707 Page 1 of 1 1/102017 j2�tg 20 Date Pendino Validated Submitted FBC Approval Approved Status 07/21/2015 07/21/2015 07/27/2015 Approved Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 12131/2017 Yes Yes Yes WA 1251/2017 Yes Yes Yes WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 3 1/92017 FL#15276-R4 Code Entity or Data Date Date Pending IDate Type Versio Manufacturer Contact Engineer & License validated By Validated miffed FBC Approval Approved Status Revision 2014 MI Windows and Doors Brent Sitiinger Luis Roberto Lomas Steven M. Urich, PE 09/01/2015 08/31/2015 09/05/2015 10/18/2015 Approved Category: Windows (717) 365-3300 PE-62514 (717) 317-8454 SubCategory: Fixed bsitingerfg)miwd.com Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#15278-R4 Products 2291 Product Model. Number or Name Product Description 4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN 5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 FLANGE 7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE 8 SERIES GA 275 THERMALLY BROKEN ALUMINUM PW SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI 72X72 FIN 9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PWN172X72 FIN FLX15272-R1 2292 I= yj= 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-R1 Products ling Product Model. Number or Name a. &quot;2T&quot; Soffit 2 b. &quot;Alliance T4&quot; Soffit Quality Assurance Contract B(piration Date 12131/2017 Approved for Use in HVHZ No Approved for Use Outside HVHZ Yes Impact Resistant No Design $ess4lffi WA 12/31/2017 No Yes No WA 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/92017 Entity or 21111111 20 Date Pendina 299 Contact Engineer & License Validated By Validated Submitted FBC Approval ADDro"d Nick Thompson Lyndon F. Schmidt, RE Ryan J. King, P.E. 02/23/2015 02/19/2015 03/01/2015 04/152015 Approved (330) 922-2389 PE-43409 (813) 787-6555 nthompsonm alside.com Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant JPressure Vent or Solid Vinyl Soffit 12/31/2018 No Yes No WA Vent or Solid Vinyl Soffit 12/312018 No Yes No N/A FL#15332-R3 Products Seq 0 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 4301440 REINFORCED ALUMINUM SGD FL#15217-R4 Code Type Versio Manufacturer Revision 2014 MI Windows and Doors Category: Windows Subcategory: Single Hung Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL915217-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 FLX15333-R2 Code Iypg 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 Sea # Product Model. Number or Name 7 1445, 5347 AND 5547 VERTICAL MULLION FL#5444-R10 2292 I)(pg Versio Manufacturer Revision 2014 CertainTeed Corporation -Roofing Category: Roofing Subcategory: Asphalt Shingles Compliance Method: Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer FL#8444-R10 Products 22gg 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, XX96&quot;x98&quot; SERIES 420 ALUMINUM SGD REINFORCED XXX 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 430/440 REINFORCED ALUMINUM SGD XXX 143&quot;x96&quot; Page 1 of 2 1/92017 Quality Assurance Approved for Use Approved for Use Impact Design Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12/31/2017 No Yes No N/A 12/31/2017 No Yes No N/A 12131/2017 No Yes No WA 12/31/2017 No Yes No N/A 12/3l/2017 No Yes No WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Entity or Contact Engineer & License Brent Sitlinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitlinger@mMM.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 881/8X72 Validated By Steven M. Urich, PE (717)317-8454 Page 1 or 2 VM017 20 20 Date Pendina I2& Validated Submitted FBC Approval Approved Status 06/30/2015 06/25/2015 07/06/2015 08/19/2015 Approved Quality Assurance Contract Expiration Date Approved for Use In HVHZ No Approved for Use Outside HVHZ Yes Impact Resistant No Design Pressure N/A 12/31/2017 12/31/Ml7 No Yes No NIA 12131/2017 No Yes No N/A 12/31/2017 No Yes No WA 12131/2017 No Yes No NIA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail EntityContact Enaleer & License Brent Sillinger Luis Roberto Lomas (717)365-3300 PE-62514 bsitinger@mhW.com Product Description 1445, 5347 AND 5547 VERTICAL MULLION Validated By Steven M. Urich, PE (717) 317-8454 Page 1 of 1 1/92017 pet$ 20 Date Pendina ov Validated Submitted FBC Approval Approved sty$ 06/29/2015 06/19/2015 07/05/2015 08/19=15 Approved Quality Assurance Approved for Use Approved for Use Impact Deslan Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12131/2017 No Yes Yes N/A Florida Department of Business & Professional Regulation Page 1 of 2 Building Codes and Standards l/W017 Product Approval Application Detail Entity or Bete 2MI Date Pendina pov Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Syj�y$ Mark Harter Robert Nieminen John W. Knezevich, PE 12/14/2016 12/08/2016 12115=16 Pending FBC Approval (610) 651-5847 PE-59166 (964) 772-6224 markd. hamerimsaint-gob ain.00m Quality Assurance Approved for Use Approved for use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Rg¢Jg1e0t Pressure 3-tab, 4-tab, ship (no -cutouts), laminated and 07/0312017 No Yes N/A N/A architectural asphalt roof shingles N N s j a U C) O Q 2 .� C Cl) U Q 0 !� 0 C ICUO O ICU LL Q •Cn Q) L L_ V/ Q O ■ abti I) c- 0 ca O CL fJ CIU -a LN U O MCIO W V QICU V W a � Z t Z a J a SHEET NO. PA 1.1 }. N Cn -Fa N U O Florida Department of Business & Professional Regulation Pepe 1 of 1 Q o 2 Building Codes and Standards 1/9rz017 CU a Florida Department of Business & Professional Regulation Page 1 of 3 Florida Department of Business & Professional Regulation Page 1 of 1 '.6..r Building Codes and Standards 1/92017 Building Codes and Standards 2WO17 Product Approval Application Detail .� U U) C =3 fU Ca to Product Approval Application Detail Product Approval Application Detail FL$5219-R3 0 FL11232M?Products Code Entity or 20 20t Date Pendina 11 Q Quality Assurance Approved for Use Approved for Use Impact Design O •O FLA21675-RO IM versio Manufacturer Contact Enalneer & License Validated By Validated Submitted FSC Approval Approved C: 2" Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 220 Entity or �g a) 0 Date Pending 20 Revision 2014 Thompson Architectural Metals Company, Inc. Scott Brown James L. Buckner Steven M. Urich, PE 05/01/2015 04/29/2015 05/10/2015 06/23/2015 Approved = 0 LL 6 No. 15 UL Asphalt saturated organic felt 01/07/2019 No Yes N/A N/A jypg Versio Manufacturer Contact Enalneer & License Validated By Validated Submitted FBC Approval Agp,roved Status Category. Roofing (813) 248-3456 PE-31242 (717) 317-8454 CU O -1.— 44CIO — New 2014 HomeGuard Building Products, Inc. John Cheslak Intertek Testing Services NA, Intertek'resting Services 02/01/2017 01/25/2017 02/03/2017 Subcategory: Roofing Accessories that are an flvalidation@yahoo.eom cc Q Integral Part of the Roofing System Approved Compliance Method: Evaluation Report from a Q L_Category: Roofing (904) 240-1382 Inc. NA, Inc. Florida Registered Architect or a Licensed Florida Search Criteria Subcategory Underlayments john.chestak@hgwrap.00 (604) 520-3321 Professional Engineer = 4cvu) Q 'C U-1 Q Compliance Method: Evaluation Report from a m Code Version: 2014 FL At 12328 Product Evaluation Entity FL#5219-R3 Products I--� C ^ J Q Application Type: ALL Product Manufacturer: ALL FL#21675-RO Products Quality Assurance Approved for Use Approved for Use BSs� t De g Category: ALL Subcategory: ALL 1111.1 Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Application Status: ALL Compliance Method: ALL Quality Assurance Approved for Use Approved for Use Impact Design 1 1- &quot:Fiat Top Off Ridge Vent with Baffle for Tils&quot; Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/3112019 No Yes No WA Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Sep- Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pressure 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Product Description: ALL Approved for use in HVHZ: ALL 1 ToughSkin Synthetic Underlayrnents ToughSkin 15, ToughSldn 20, ToughSkin 25, Ot/01/2018 No Yes WA N/A Wood Deck ToughSkin 30, ToughSkin 50 2 2- &quotRound Top Off Ridge Vent with Baffle for Minimum 26 Gauge Steel, Nominal 4&#39;, 6&#39;, 12/31/2019 No Yes No WA Approved for use outside HVHZ: ALL Impact Resistant: ALL Design Pressure: ALL Date From: ALL Tile&quct; Wood , or 10&#39,, Wide Off Ridge Vent Attached o Deck Date To: ALL 1 1 3 3- &quokStandard Off Ridge Vent with Permanent Baffle Minimum 26 Gauge Steel, Nominal 4&#39, 6&#39, 12/3112019 No Yes No N/A for Shingles&quot; 8&#39;, or 10&#39; Wide Off Ridge Vent Attached to Wood Deck Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/102017 Florida Department of Business &Professional Regulation Page 1 or i Building Codes and Standards 1/9rz017 Product Approval Application Detail Building Codes and Standards 1na2017 Product Approval Application Detail FL#17202-R1 Product Approval Application Detail FL#2075-RT 2292 Entity or 20 2Wa Date Pendina 202 FL#1638"1 e Entity o or Date Pending ) I= III Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Ag jypg Varefo Manufacturer Contact Entity r &License Validated By Validated Submitted FApproval App,�gyeg a�tsts Revision 2014 Lomanco, Inc Andrew Carter James L. Buckner, P.E. Steven M. Urich, PE 05/01/2015 05MI12015 05/10/2015 08/22/20115 Approved Code Entity or )� 20 Date Pendina 20 Category: Roofing (501) 982-6511 PE-31242 (717) 3174WU I= Verslo Manufacturer Content Engineer & License Validated By Validated Submitted FBC Approval Approved Status Affirmation 2014 Florida Metal Products Inc. Clark Jones Miami -Dade BCCO - EVL Miami -Dade BCCO - VAL 02/27/2015 02/27/2015 03/09/2015 Approved SubCa o Roofing Accessories that are an acarter@iomanco.com Affirmation 2014 O'Ha m Manufacturing, LLC Gregory Daniels Miami -Dade BCCO - CER Ted Berman, PE 06/17/2015 06/17/2015 06/25/2015 Approved Category: Roofing (904) 783-8400 (786) 315-2590 Integral Part of the Roofing System Category-. Roofing Subcategory Roofing Accessories that are an clarkQflamco.com �9 � ry. 9 9 Ys eg ry: g 9 (707) 872-3620 (305) 888-4707 Integral Part of the Roofing System FloridaRegisteredArchitect or Licensed Florida SubC Compliancepion ategory: Roofing Accessories that are an gdanieisCohagin.com Integral Part of the Roofing System Compliance Method: Evaluation Report from a Professional Engineer Product Evaluation Entity g Compliance Method: Certification Mark or Listing FL2207&R7 Products FL#1T202-RI Products FL#16588-R1 Products Quality Assurance Approved for Use Approved for Use lin cia rt Design Quality Assurance Approved for Use Approved for Use Im pact Design Quality Assurance Approved for Use Approved for Use Impact Qg$Igp Sea # Product Model. Number or Name Product Description Contract Exoiratlon Date In HVHZ Outside HVHZ Resistant Pressure Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 12" Product Model. Number or Name Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Praitsurs 1 Deck -Air- DA-4 Low Profile, Polypropylene Plastic, Roof Vent 07/10/2019 No Yes No +97.5/-97.5 1 0&#39;Hagin&#39;s Cloaked Vent Tile Attic Ventilation Product for file roofing applications 04/0412018 Yes Yes N/A N/A 1 RV10 RV10 ALUMINUM RIDGE VENT 01/31/2018 Yes Yes WA N/A Mechanically Attached to Plywood Deck. 2 OmniRidge&#174; PRO Vent PR04-N Molded Plastic, Roof Ridge Vent Mechanically 07/1Q12019 No Yes No +N/A/-165 Attached to OSB or Plywood Deck. ■ tit Florida Department of Business & Professional Regulation Page 1 of 1 Q Building Codes and Standards 1/srzo17 Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of FLA15076-R3 Building Codes and Standards 1192017 220 Entity or 20 20 Date Pending O IM Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Aogirml Approved Status Product Approval Application Detail Revision 2014 Global Protection Products, L-C. Tim Robinson Waiter A. Tillit Jr., P.E. John W. Knezevich, PE 05/06/2015 04/24/2015 05/11/2015 06/23/2015 Approved Florida Department of Business & Professional Regulation Page 1 of 1 Category Shutters (954) 689-7545 PE-44167 (954) 772-6224 Building Codes and Standards 11WO17 ■ ri Subcategory Storm Panels fim.robinsonCgppentoom F Compliance Method: Evaluation Report from a Product Approval Application Detail Floridaa Registered Architect or a Licensed Florida PProva code Entity o Date Date Date Pending Date Professional Engineer Tvpo Verso Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status FL#15076 R3 Products FL#15088 R7 Revision 2014 Boral Roofing / MonierLifetile Thomas Jemmett ICC Evaluation Service, LLC Gary W. Walker 09/10/2015 08/25/2015 09/20/2015 Approved Category. Roofing (WZ 289-2288 (205) 854-0160 Quality Assurance Approved for Use Approved for Use Impact )Design 2991 Entity or 20 299 Date Pending 20U Subcategory Roofing Ties dhomas.jemmett@boral.co 11111111 Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure IYp$ Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FBC Approval Bppoved Compliance Method: Evaluation Report from a m 1 20 Gage Galvanized Steel Stone PaneisIHVHZ Corrugated Galvanized Steal Storm Panels retained 12/31/2017 Yes Yes Yes N/A Revision 2014 Global Protection Products, U.C. Tim Robinson Waiter A Tillit Jr., P.E. John W. Knezevich, PE 04/27/2015 04/24/2015 05/03/2015 08/23=15 Approved ■ — Product Evaluation Entity or not by tracks to provide hurricane protection. Category: Shutters (954) 689.7545 PE-44167 (954) 772-6224 2 24 Gage Galvanized Steel Storm PaneIsrNHVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 No Yes Yes N/A Subcategory: Fabric Storm Panel bm.robinsonQgppent.com FLV?049-R9 Products or not by tracks to provide hurricane protection. Compliance Method: Evaluation Report from a Quality Assurance Approved for Use Approved for Use Impact Design Florida Registered Architect or a Licensed Florida Sept s Product Model. Number or Name Product Description Contract Expiration Data in HVHZ Outside HVHZ Resistant Pressure FL#15076-R4 Professional Engineer 13 Saxony 700 -Shake, Slate 8amp; Split Shake Fiat Profile - Stockton 12131/2018 No Yes WA WA 220 Entity or Date Pending FL#15088-R7 Products D� DTl� r ill$ 14 Saxony 900 - Country Slate, Shake &amp; Slate Flay Profile - Henderson 12/31/2018 No Yes NIA WA IYJ2g Versio Manufacturer Contact Engineer & License Validated By Validated Submitted FSC Approval Quality Assurance Approved for Use Approved for Use Impact Desion 15 Saxony 900 - Country Slate, Shake, Slate &amp, Split Flat Profile - Lake Wales 12131/2018 No Yes N/A WA Revision 2014 Global Protection Products, L-C. Tim Robinson Walter A. Tillit Jr., P.E. John W. Knezevich, PE 12/21/2016 12/21/2016 Validated Sea # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure Shake Category: Shutters (954) 689-7545 PE-44167 (954) 772-6224 1 GPP FABRIC SHUTTER -SERIES 2000 Coated Polyethylene Fabric Panels retained by tracks 12/3l/2017 No Yes Yes N/A 16 Saxony 900 - Hartford Slate, Spit Old English Thatch, Flat Profile - Stockton 12/31/2018 No Yes WA N/A Subcategory: Storm Panels tim.robirson@gppent.com or direct mounted to provide hurricane protection. Shake, State, Country Slate Compliance Method: Evaluation Report from a 24 Villa 900 Medium Profile - Lake Wales 12/31/2018 No Yes WA WA Florida Registered Architect or a Licensed Florida 25 Villa 900 Medium Profile - Denver 12/31/2018 No Yes N/A WA Professional Engineer �✓ 28 Villa 9W Medium Profile - Stockton 12/31/2018 No Yes N/A WA Fti115076 R4 Products Quality Assurance Approved for Use Approved for Use fit imp 24.9.1 Product Model. Number or Name Product Description Contract Expiration Date !i]li= Outside HVHZ Be$1$tant Pressure 1 20 Gage Galvanized Steel Storm Panels/HVHZ Corrugated Galvanized Steel Storm Panels retained 12/31/2017 Yes Yes Yes WA or not by tracks to provide hurricane protection. O `V 2 24 Gage Galvanized Steel Storm PaneIsfNHVHZ Corrugated Galvanized Steel Storm Panels retained 12/3l/2017 No Yes Yes N/A or not by tracks to provide hurricane protection. O CL L. L U Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/912017 ^^L_ Product Approval Application Detail Florida Department of Business & Professional Regulation Page 1 of Florida Department of Business & Professional Regulation Page 1 a, Cn LL Building Codes and Standards 1/92017 Building Codes and Standards 1WO17 F1.812e56-R11 Product Approval Application Detail Product Approval Application Detail 290 Entity or 211112 299 Date Pending 2111111 2:% M j� yg= Manufacturer contact Enalneer & License Validated By Validated Submitted FBC Approval Approved aStatus FL#17e69-Ro Revision 2014 Town and Country Industries, Tom Johnson Frank I Bennardo ORLANDO L. BLANCO, 04129/2015 04/28/2015 05/04/2015 06/22/2015 Approved FL#1899 RS M Date Pending Date ■ ■�■ Category: Shutters (954) 493.8551 PE-0048549 PE, ii4Sle Manufacturer Entity or &License Validated By 20 � FBC Approval 20 � j ! Jae Date Pending Subcategory: Storm Panels orthj�to-aium.com (305) 510.8531 7l�S Verelo Contact E0 Validated Submttted Approved Status Ilr� Verelo Manufacturer Contact Engineer &License Validated By Validated Submitted FBC Approval Approved Iajys Compliance Method: Evaluation Report from a New 2014 All American Shutters and Glass Mike Barbieri Frank L. Bennardo, P.E Jorge A. Pomerantz, P.E. 07/03/2015 07/03/2015 07/10/2015 08/18/2015 Approved Revision 2014 ITW Building Components Group Inc. / Paslode Stuart Lewis ICC Evaluation Service, LLC William M. Ranieri, PE 03/25/2015 03/20/2015 03/29/2015 Approved Florida Registered Architect or a Licensed Florida Category: Shutters Professional Engineer Subcategory: Storm Panels mikebCallamericarshutte PE ( 4) 394 8521 Category: Structural Components (847) ei (407)681-1917 Subcategory: Truss Plates siewis@alpialpineitw.com Compliance Method: Evaluation Report from a rs.com Compliance Method: Evaluation Report from a FLi12856•R5 Products Florida Registered Architect or a Licensed Florida Product Evaluation Entity Quality Assurance Approved for Use Approved for Use Impact DesJpn Professional Engineer In FMiZ Resistant J F1111998 RS Products ilffii Product Model. Number or Name Prods q Description Contract /312018Expiration Date FI;r17889 RO Products Quality Assurance Approved for Use Approved for Use Impact Desi n W 1 ICU 0.0508c1uot; Aluminum Stone Panel 0.050& sot; Aluminum Storm Panel with Optional 12/31/2018 No Yes Yes WA Clear Panels Quality Assurance Approved for Use Approved for Use Impact Desian Se # Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 2 BquoXSafety Edge&q »t Storm Panels 8quot Safety EdgeBquoX Storm Panels 28ga 11/312018 No Yes Yes +54/-54 29-0 Product Model. Number or Name Product Description Contract Expiration Date in HVHZ Outside HVHZ Resistant Pressure 1 ITW BCG Higher Strength (H &amp; S) Metal Connector Plate 12/31/2020 Yes Yes N/A WA /�� (0.018&quct;&quot) Steel, 0.022&quot, Alum (Pert 1 22ga, 24ga Steel Panels 22ga, 24ga Steel Storm Panels 12/31/2017 No Yes Yes WA 2 ITW BCG Hinge Plate Metal Connector Plate 12/3l/2020 Yes Yes WA N/A Q W and Non -Perk Clear Polycarb (Full and Half �v 3 249a Steel Storm Panel 24ga (0.0232&quot) Steel Storm Wave rm Panel with Optiol 12/31/2018 No Yes Yes +100/-100 3 ITW BCG Metal Connector Plate 12/31 4 ITW BCG Wave Metal Connector Plate 12/31/2020 Yes Yes N/A N/A Z 2020 Yes Yes N/A WA Clear Panels 4 Aluminum Hinged Storm Panel 050&quot; Alumnum Non -Porous Hinged Storm 12131/2018 Yes Yes Yes WA Panel Q J SHEET NO. PA 102 FL#2197-R5 Iy�e y�p Manufacturer Revision 2014 MTekIndustries, Inc. Category: Structural Components Subcategory: Truss Plates Compliance Method: Evaluation Report from a FLA2197 R5 Products Product Evaluation Entity Sea # Product Model. Number or Name 1 M18SHS 2 Mll 16 3 MT18HS 4 MT20 5 MT20HS FL#1630-R8 Code jJ(pg Versio Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1630 R8 Products 229.9 Product Model. Number or Name 1 TJI 110 2 TA 210 3 TJI230 4 TJI360 5 TA 560 8 TJI/580D Florida Department of Business & Professional Regulation Page 1 of 1 Building Codes and Standards 1/9Qo17 Product Approval Application Detail Entity or 20 21k Date Pendina Date Contact Enaineer & License Validated By Validated submitted FBC Approval Approved David Wert ICC Evaluation Service, LLC ICC Evaluation Service, 06/30/2015 06/11/2015 07/05/2015 Approved (314) 851.7480 LLC. dweromit.00m (205) 599-9800 Quality Assurance Approved for Use Approved for Use Im pact Design Product Description Contract Expiration Date in HVHZ Outside HVHZ Res start Pressure 18 ga. super high strength truss connector plate 12131/2017 Yes Yes N/A WA 16 ga. truss connector plate 12/31/2017 Yes Yes N/A WA 18 ga, high strength truss connector plate 1213112017 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 12131/2017 Yes Yes N/A WA Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/W017 Entity or P= 20 Date Pendina Contact Enaineer & 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 (W8)839-1344 ji m.andemon2Qweyerhae user.com Product Description Quality Assurance Contract Expiration Date Approved for Use ))]-KVHZ Approved for Use Outside HVHZ Impact Resistant Deslan Pressure Prefabricated Wood I -joist 03/3l/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricate! Wood I -joist 03/3l/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A Prefabricated Wood I -joist 03/31/2017 No Yes N/A N/A FL#1644at4 Iypg Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1644-R4 Products Sea # Product Model. Number or Name 1 Versa -Lam Search Criteria FL#6527-R6 2992 Iypg Verslo Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a 171.1116527-RO Products Product Evaluation Entity Sea # Product Model. Number or Name 1 iLevel Rim Board 2 Microllam LVL 3 Parallam PSL 4 TimberStrand LSL FL#6527-R7 Code I= Verslo Manufacturer Revision 2014 Weyerhaeuser Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a FL#8527-R7 Products Product Evaluation Entity 11e21 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 1/9f=7 Entity or IBIS 20 Date Pendina Rate Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved status Robert Taylor ICC Evaluation Service, LLC APA -The Engineered 05/27/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.00m (253) 820.7487 Quality Assurance Approved for Use Approved for Use Impact Deslon 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 J DAM Date Pendina 20 Contact Engineer & License Validated By Validated Submitted FBC Approval Approved Status Jim Anderson ICC Evaluation Service, LLC James A. Rothman, P.E. 07/OB/2015 05/12/2015 07/30/2015 Approved (253) 9244084 (608) 839-1344 j im.anderson2Qweyerhae user.com Product Description Structural Composite Lumber or Oriented Strand Quality Assurance Contract Expiration Date 03/31/2017 Approved In HVHZ for Use Approved Outside for Use HVHZ Yes impact Resistant N/A Design JPressure N/A No board Rim Board Laminated Veneer Lumber 03/31/2017 No Yes N/A N/A Parallel Strand Lumber 03/31/2017 No Yes WA N/A Laminated Strand Lumber 03/3112017 No Yes WA N/A Entity or 20 20 Date Pendina 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 11/05/2016 Approved (253) 924-4084 (608) 839-1344 j i m.anderson2@weyerhas user.cwn Product Description Laminated Veneer Lumber Quality Assurance Contract Expiration Date 03/31/2017 Approved for Use in HVHZ No Approved for Use Outside HVHZ Yes Impact Resistant WA Design Pressure N/A Parallel Strand Lumber 03/31/2017 No Yes N/A WA Laminated Strand Lumber 03131/2017 No Yes N/A N/A Structural Composite Lumber or Oriented Strand 03/3112017 No Yes WA WA board Rim Board Oriented Strand Board Rim Board 0313l/2017 No Yes WA WA FL#1645 R4 920 type Versio Manufacturer Revision 2014 Boise Engineered Wood Products Category: Structural Components Subcategory: Engineered Lumber Compliance Method: Evaluation Report from a Product Evaluation Entity FL#1645-R4 Products Sao # Product Model. Number or Name 1 AJS Joists F 58-R7 22ft I�(pe Verslo 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 sect# Prod uct Model, Number or Nam a 1 High Strength Concrete Lintels FL#156-R8 S49e Iwt 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 sesgt Product Model. Number or Name 1 High Strength Concrete Lintels Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 1/9Ro17 Entity or 20 21k Date Pendina 20 Contact Engineer & License Validated By Validated sybmftted FBC Approval Approved a4ia$is RobertTaylor ICC Evaluation Service, LLC APA - The Engineered OW7/2015 05/06/2015 06/02/2015 Approved (541) 826-0200 Wood Association roberttaylor@bc.com (253) M7467 Quality Assurance Approved for Use Approved for Use Im Die Desian Product Description Contract Expiration Date In HVHZ Outside HVHZ Resistant Pmssure Wood &quotl&quot; Joists 01/01/2035 No Yes WA N/A Florida Department of Business & Professional Regulation Building Codes and Standards Product Approval Application Detail Page 1 of 1 t/9=17 Entity or 2da I29A Date Pendina I= Contact Engineer & License Validated By Validated Submitted FBC Approval AoDroved Status Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 03/18/2015 02/24/2015 03/18/2015 Approved (813) 621-4641 (788) 315-2590 cparrino@casterete.com Quality Assurance Approved for Use Approved for Use Im pact 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 20 Date Pendina 22= Contact Enaineer & License Validated By Validated Submitted FBC Approval Approved Status Craig Perrino Miami -Dade BCCO - CER Miami -Dade BCCO - VAL 05/06/2016 04/29/2016 05/06/2016 Approved (813) 621-4641 (786) 315-2590 cparrino@castcrete. oom Quality Assurance Approved for Use Approved for Use Impact Design Product Description Contract Expiration Date In HVHZ Outside HVHZ Besistant Pressure 4, 6, 8, and 12 inch wide lintels 05/21/2017 Yes Yes WA WA N O N Q C O � C (U CL O cu cn O C 2 O O U_ O •N -a C� L O L CU Cn Q Q z z W J Florida Department of Business & Professional Regulation Page 1 of 1 Florida Department of Business & Professional Regulation Page 1 or 1 Building Codes and Standards 1/9n017 Florida Department of Business & Professional Regulation Page 1 of 1 O Building Codes and Standards 1/92017 Product Approval Application Detail Building Codes and Standards 1/9/2017 �, Product Approval Application Detail Product Approval Application Detail PP PP FL#5450-Rs CIO FLA177444 220 Entity or 202 Date Date Pendina 2112 FL#11383-R4 I=yersio Manufacturer Contact Engineer & License Validated By ValidateSd Submitted FBC Approval Approved Stews or j2 20Dam Pendina 2 � Approval Approved Status Revision 2014 Powers Steel Inc. william powers Steven W. Schaub SAMUEL A. 03/26=15 03/23/2015 03/30/2015 06/23/2015 Approved 22" Iy!}$ Versio Manufacturer Enitty 4d 2ak 20 Contact Engineer &License Validated By Validated Submitted Date Pendina 20 FBC Approval Approved Il<pi y 4 Manufacturer Revision 2014 Camrercial Concrete Producb,lno Enaineer & License Validated By contact Engineer Robert Gillis 7HUY H. HWNH Florida Engineering Validated submitted 07/03/2015 08/24/2015 FBC OS/20/2015 08/28/2015 A roved Approved Category: Structural Components Subcategory: Products Introduced as a Result of (602) 437-1160 PE-60509 GREENBERG, RE, bili@powerssteel.com (813) 645-0168 Revision 2014 Powers Steel Inc. William powers Steven Schaub SAMUFI A. 03/26/2015 03/23/2015 03/30/2015 08/22/2015 Approved pp Category. Structural Components (813) 6593707 PE-60122 Solutions New Technology Category: Structural Components (602) 437-1160 PE-60509 GREENBERG, RE, - Subcategory: Products Introduced as a Resuft of precastgator@yahoo.00m (352) 5885311 Compliance Method: Evaluation Report from a Subcategory: Products Introduced as a Result of bill@powerssteel.com (813) 845-0166 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 FLX5450-R5 Products Architect or a Licensed Florida Floridarctf Professional Engineer ProfessRegiional Erg eer FL#f T74-t4 Products ENO Product Model. Number or Name Quality Assurance Approved for Use Approved for Use Product Descrippon Contract Expiration Date In HVHZ Outside HVHZ Impact D�I9n Pressure FL#11383 R4 Products Quality Assurance Contract Expiration Date Approved for Use Approved Outside for Use Impact HVHZ Resistant Design Pressure 1 PSbox8LT, PSbox8LT(5-5/8) Powers Steel lintels are field assembled lintels 01127/2017 No Yes N/A N/A Ins Product Model. Number or Name Quality Assurance Approved for Use Approved Product Description Contract Expiration Date Outside 1n HVHZ for Use Impact Design HVHZ Resistant sgs Product Model. Number or Name Product Description ln.ki](tti D consisting of preformed steel lintels combined with IPressure 1 Quality Precast or Commercial Concrete Products Precast and Prestressed Concrete Lintels 05/2512024 No Yee 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 V O c6 O L Florida Department of Business & Professional Regulation Page 1 of 1 V Building Codes and Standards 6/162017 Product Approval Application Detail FLA52594R26 2M Entity or 120 20 Date Pendina 20 cn LL III Versigin Manufacturer Revision 2014 POLYGLASS USA Contact Enaineer & License Validated By James Akins Robert Nieminen John W. Knezevich, PE Validated spbmltgd 03/22/2017 03/13/2017 FBC Approval Approved 03R2/2017 06/13/2017 Status Approved Category: Roofing (570) 384-1230 PE-59188 (954) 772-6224 Subcategory: Undedayment jakkisopolyglass.com Compliance Method: Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer FIL152194t3 Products Quality Assurance Approved for Use Approved for Use Im pact Design semen Product Model. Number or Name Product Description Contract ExDiraton Date In HVHZ $g$d$tani Pressure 1 Polyglass Roof Undsdayments Roofing underlalyments 04/242018 No Yes N/A +N/A/-822.5 ICU m w seemb Criteria W g � Code version: 2014 FL 9.. ALL POLYGLASS USA Application Type: ALL Product Manufacturer. Subcategory. Undedayments Z Category. Roofing Application Status: ALL Compliance Method: Evaluation Report fro a Florida Registered Architect or a Licensed Florida Professional Engineer Quality Assurance Entity Contract Expired: ALL Product Model, Number or Name: ALL Product Description: ALL Approved for use in HVHZ: Yes Approved for use outside HVHZ: No Impact Resistant ALL Design Pressure: ALL Date From: ALL a Date To: ALL SHEET NO. PA 1.3, (�z12-7� b�8' C-7 fbrne, 5 zz-c-