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HomeMy WebLinkAboutPlanse et All first floor windows to be set at 8-0 unless noted otherwise. All second floor Exterior Door Schedule - all doors are hazardous locations windows to be set @ 7-8 unless noted otherwise. All windows casement unless All exterior doors to have Dade county product approval and lastalled per otherwise noted. All windows to have Dade County'product approval and to be product approval. Glazed doors to be as above and have laminated glass installed to Dade County product approval per that specific product. Windows meeting the requirements of SSTD 11 to be PGT or approved equal. Mark Description Des. Press Required Prodded 1) 12-0 x 8-0 clad Wayne Dalton +37/41.58 +4(J-52 Window Schedule - subscript "h" indicates hazardous location 2) 3-0 x 8-0 Plastpro +53/-58 +6Y-65 Door 2 set 7.2" above ground floor slab Mark Description Des. Press Required Provided 3) 3.0 x 6-8 Plastpro +53/-58 +61/-65 A) (2) 4-10 x 6-0 fixed +53/-67 +90/-90 4) Door 3 set @ ground floor slab 9-0 x 8-0 3P2T OXX PGT +53/-67 +1051-115 B) 3-0 x 5-3 csmt +56/-75 +56/-60 +90/-90 +90/-90 Single box screen C) 2-6 x 4-8 csmt +56/-60 +70/-90 5) 6-0 x 7-8 2P2T PGT box screen +53/-67 +105/-115 D) 2-0 x 3-0 csmt E) (2) 3-0 x 5-3 csmt +56/-75 +90/-90 Interior Door'Schederk Mark Description 10) 2-8 x 8-0 solid core, deadbolt F) 2-0 x 5-2 csmt +56/-60 +70/-90 11) 2-8 x 8-0 pocketing, privacy set G) 2-0 x 5-2 csmt +56/-75 +90/-90 12) (2) 2-6 x 8-0 full louvered H) (2) 2-6 x 5-2 fixed +53/-70 +70/-90 13) 14) 2-6 x 8-0 2-8 x 8-0 pocketing, privacy set I) 48" x 24" projected +56/-60 +70/-75 J) (2) 2-6 x 5-2 csmt egress +53/-67 +56/-60 +70/-90 +70/-90 15) 2 4 x 8-0 pocketing, privacy set Kh) 2-0 x 3-6 csmt 16) 2-4 x 8-0 pocketing privacy set L) (2) 4-6 x 6-0 fixed +56/-60 +90/-90 17) 2-8 x 8-0 privacy set 18) 2-8 x 8-0 pocketing, privacy set 19) 2-0 x 8-0 pocketing 20) 2-8 x 8-0 pocketing, privacy set 21) 2-0 x 8-0 Z 22) 2-8 x 8-0 privacy set 23) 2-0 x 8-0 24) 2-6 x 8-0 f n 1 , t J 1) - At duct penetration through second floor adjacent to dryer Provide 2x4 studs laid flat at 16" on center with'/z" gypsum board finish . dJ WE t A WJ �M U THESE PLANS AND ALL PROPOSED WORK ARE SU8Jft,,i'TO ANY CORRECTIONS RF.OUIR D l" 19E 10 INSPEOTORS THAT MAY BE NrC 01 UAHY IN ORDER TO CQMPLt` Wl rH ALL APPLICANLE CODER. CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD JUS HAVE 6LEH REVIEND . ..uk�.'a• t ui'1DI Q CODE BT, LUCIE COUNTY AUILDINO DIVI910N ARV19WRD POR DO d C8 F ED BYPLAt15.AND PERMITST BI?KEPT ON JOB OR SPECTION WILL BE MADE P ------------------------------- Electrical Load Calculation 1885 SF @ 3 watts/SF 5655 (3) 20 amp appliance circuits 4500 laundry circuit 1200 a/c 10000 golf cart 1800 clothes dryer 5000 disposal 800 water heater 4500 / oven 7500 _ cooktop duel fuel 5000 Ice machine 1600 garage 1500 RV hookup 7200 total 56255 A/C @ 100% 10000 first 10kw @ 100% 10000 remaining 36255@ 40% 14502 total 34502/240=143.7 amps Provide 250 amp service u fiI...I— v H�k.(�- - -� - Jam_ IN --ram, we-r. L"i-t-D r p JrAMjQ a O NOTE ON BUILDING HEIGHT structure. Walls shown as frame below BFE are to be Peak of Roof 29.7 NGVD constructed of 4" CMU's to BFE with stucco finish applied BFE 8.0 NGVD below BFE. Frame walls above BFE are to continue above Total height above BFE 21.7 feet BFE as conventional frame cotistruction. Typical Construction Typical Garage Fire Separation Typical Slab Door from garage to house to be minimum 1 3/8" solid core m e 4" 3000 PSI Concrete with 1.5 Ibs/CY fibermesh on 6 mil poly wood vapor barrier, -on poisoned compacted fill. 5/8" "X" board ceiling in garage All ductwork in garage, or ducts penetrating the walls of the Typical Low Slope Roof garage to be minimum 26 gage sheet metal with no openings in Certain teed APP modified, on garage. Peel and stick underlayment, on 5/8" CDX plywood, nailed as per structural drawings with 8d Typical Stucco Finish ringshank nails to 5/8" sponged light texture, with smooth troweled bands pre-engineered trusses @ 24" on center, prepare samples for approval Second floor to have lap siding R-19 iceynene insulation at roof deck, simulated by stucco. Provide vinyl stops as required to 5/8" gypsum board ceiling replicated siding at 6" on center. Typical Galvalume Roof Typical Windows and Doors Southeastern Metals 5-V crimp roofing, with fasteners @ 8" PGT tinted windows and exterior glazed doors meeting Dade on center, on County product acceptance, with laminated glazing meeting: Peel and stick underlayment, on impact requirements of SSTD 12. Doors and windows to be 5/8" CDX plywood, nailed as per structural drawings with 8d fastened through 3/4" PT bucks per requirements of product ringsbank nails to acceptance. PT Buck to be sealed to block with one part pre.engineered trusses @ 24" on center urethane caulking and attached to masonry per requirements of R-19 iceynene insulation at roof deck, product acceptance. Doors and windows to be seated to buds 5/8" gypsum board ceiling, or wire lath and stucco soffit with one part urethane caulking. Water test all assemblies before stucco. Provide copper pans at all exterior doors. Typical Soffit Structure Bottom chord of truss extends out and becomes soffit Typical First Floor r/4" plywood attached to 2x8 @ 24" on center framing with 10d Typical Fascia and Soffit nails 6" on center. R-20 Icyneae insulation. Provide 2x sub -fascia cementitious backing board over 15 lb felt or red rosin paper lx8 fascia harries board over'/V plywood at areas to be tiled. 10 copper drip and trim Wire lath and stucco soffit Typical Second Floor V plywood attached to 18" floor joists @ 24" on center with Typical Exterior Wall 8d nails 6" on centers R-20 Icynene insulation. Provide 8" CMU as indicated on plans. CMU block wall with vertical cementitious backing board over 15 lb felt or red rosin paper reinforcement as shown on plan, over 3/4' plywood at areas to be tiled. and dur-o-wall reinforcing every second course vertically foiling strips Typical Porch Ceilings Wire lath and stucco applied directly to bottom chord of R-5 foil faced foam insulation R-5 ] /2" board interior/slick finish ' trusses at second floor and stow aPPlied y to concrete gypsum Slab at first floor. q Typical Walls.below BFE Garage walls are to be stucco finish applied directly to CMU Typical Second Floor Porch Waterproofing Sonoguard base, mid, sand & top coat, BASF flex tite and tile Typical Porch Railing Pre-engineered aluminum rail system with vertical legs core finish per owners selection. drilled and set in concrete sttucture. Bailing to be 36" high and constructed to restrict passage of a 4" sphere between Typical A/C equipment stand pickets. Pre-engineered aluminum equipment stand constructed by Precision Aluminum, Deerfield Beach. ME OU9 tyv� 2.2 4 — - ,mil =► - �==�1'a - -� - - - - - wic pit __-... . _.APT Ze3f0ft A rt.. y.. ✓.' Page FLO A A ENGINEERING &TESTING, INC.o22/11, /11 Job OtyIf CA ch"Odsrder 0 $ - FLO Phone: (966)781-6839• Fax:(866)7gd-8550 Richards Au. -Flat Wood pf Deck 1070, S. Ocean Drive; j.m, Beach, FL: www.floridnenglneeringandlest(ng.COO 25D S.W. 13'"Avenue ` pompano Beach, FL 33069 , Design Pressures: JOB ORDER#: 11-2252 1) Field PI = 40.52*[(-1.0)-(0.18)]=-47.8 psf DATE: 9/22/31 P2 = 40.52*[(-I.8)-(0.18)]=-80.2psf CLIENT: Jose hMDCa Architect 2) Perimeter 3) Comers P3 = 40.52*[(-2.8)-(0.18)]=-120:7psf ADDRESS: 900 E. Osceola Street Stuart, Florida 34994 • PROJECT: Richards Residence Flat Wood Roof Deck Attachment Requirements: . ADDRESS: 30701 S. Ocean Drive Jensen Beach FL 34957 Based on the requirements of N.O.A. #08-0410.09, pg 34 of 38, with a maximum design DESIGN PRESSURE CALCULATIONS pressure of-60psf; the following are our recommended fastening patterns to attach the base sheet to rile wood deck utilizing approved 11 ga. annular ring hank nails ASCE 7-05 proposed and approved tin caps: Project Information: Field: 8" o.c. @ 4" laps and 3 staggered rows 8" o.c. Height = 25' Exposure: C Basic Windspeed: V=140 mph Perimeter.: 8" o.c. 8 4" laps and 5 staggered rows 8" o.c. Cate cry: II Length = 61' 8 importance Factor: I=1.0 I Comers: 6" o.c. @ 4" laps and 5 staggered rows 6" ox. Width=' 34' Slope:<7* Ka=0.95, Kd=0.85 I - I Notes: Connote and perimeter area dimension shall not be less than a = 3'6" Parapet WAIL' < 3' Contractor to verify that the fastening Patterns meet manufacturer's requirements for issuance of a warrmty (as applicable). Design Calculations: All work shall be in compliance with the local building code product manufacturer Specifications and Florida = * 0 1 0 0.85)(140 e( 1 I)] p 40.52 sf Velocity Pressure: q 0.0D256[('95 )(')( ) control notice of acceptance and Building Code 2007 Edition. 0.1(34l = 3A Wind loan calculadons based on ASCE 7-05 and information provided by width of Pressure Coefficient: 04(25') - 10.01)use: 3'6" client. ptl Work shall be inspected by our field engineer (or authorized Effective Wind Area:'<10f a represedtgtive) or a building department inspector to verify compliance three (3) shall be treated as zone two (2). with spe6ifications. , For parapet height three feet (Y) or larger, zone Sincerely, / Coefficient: Internal Pressure Coefficient: External Pressure 1) GCPI = -1.0 = 1) 0.18 GCPI — Re avi .P.& 2) GCP2 = -1.8 Florida Engineering & Testing, Inc. 3) GCP3 - -2.8 - Florida Reg. No. 60223 . Certificate of Authorization No. 6923 +' u Qaali4 ��t'QA �i*gaasrauce - Membrane Type: APP MODIFIED Deck Type l: Wood, Non -Insulated Deck Description: Minimum'%Ja thick plywood attached using approved nails spaced 4"D.C.a woodjoisu spaced maximum 24" o. e. System Type ES): Base sheet mechanirally fastened, _ All General and System Limitations apply. Bus Shod; One ply of All Weuther/Empim Bue Sheet, GlasBue or Flintglu Premium Ply Sheet (Type VI) mechmically couched as detailed below. Permits, Base shad shall be lapped 4" and f ameaed with I ga. annular ring shank sells 'And approved tin caps 8"o.c. in the lap and three rows staggered in the center of the sheet 8-O.C. _ Ply Sheet (Optional) One ply of All Weather/Empire Due Shaw, Ultra Poly SMS, Gins; - -- Base, Fwx-I GLAD Base,Fla-I Gin FR Base or Paly SMS or one or mom Flintglas *'- Ply Shut (Type IV) ar Flintglas Premium Ply Sheet (Type VI) adhered in a full mapping ofejap ewul asphalt applied within the EVF range and e a rave of2040 (bsJsq. or one ply of Block Diamond Due Sheet self entered or Flintlastic STA tomb Whemd. .. Membrane: Flintlastic STA, Flindutic STA Plus 5.0, Flindutic Diamond CTA, Flintlestic GTA CoolSmr, Flinflastic GTA, Flintlastic GTA CoolSter, FRntiaslic GTA-FR or GTA-PR CoolSmr tomb adhered to base/ply sheet. - s 'war -petrel Surfacing: nonal)msnll one of the fallowing: Jsq. gravel or 3O"Jsq.slag in at of approved mopping - asphalt at PAii�cedon totems Jsq. 2. Kaman 97, Flint XF OC 212 Fi6mmd Aluminum, Hcnry 520 -' Alami rGrandy AL Me at an Hoorah a!I yisal./sq. Maximum Design Pressure: .60psf. (See General Limitation 47) APPROVED ASSEMBLY: System: "W-Crimp"MetalFands Deck Type: Wood, Non-insulauO Deck Description: win" or Sweet plydrFod or woad plank Slope Range: 2": 12" or greater Maximum Uplift San Table A Baloti Pressure: Deck Attachments In accordance with applicable building code, but in no case it shall be less ago 8d mudir ring shank rhols spaced at 6" ox, tow -roofing, where deck is less then 1%," thick (minimdill "/v') the above auncbment method mint be in adddice to existing anschnlml UnderlaymenC Minimum mderlayIDFot shall be an ASTM D 226 Type II installed with a minimum 4" aide -lay and 6" cad -laps. Underlaymenl shell be fastened win corrosion resident apraps and 12 gauge 1-V:' armh r ring -shank nails, spaced 6" o.c. at W laps and twP staggered rows 12" ox. in the field of the mR. Or, my approved undedaymgnt having a current NOA VoRcys: Valley coutructea small be in Compliance with Roofing Application Standard RAS 133 and with cW.M published installation inmactions and details to Southeanem Mewl i4avumnuring Metal Roofing losmllntionhmnual. - `- FYreBarrwI, Avyapprcvedfi by ulevwgacnwnt NOA OrforclwsAorBfire uaag, Board: installminimm'/,,-O.k Georiia Pacific'Dos Dwlel(witbemmnt NOA.)w minimum 4mm thick ofTchas, RaCkR0Of(with Cement NOA)or'll was Nname l type X gy&,- sheathing with hosed core and facer. Metal Panels and Install the "5V-crOrF Panels" and accessories in compliance with the cum at ' A,tessorles: published imefladag instructions and details in Soudwastem Meals Manufacturing CeOffy's Installation Manual. Flashiogs penetrate)m. r, ',y construction tad osAf?deails stall be constmnad in compliance with k,;,..,.b ,. Application Standard RAS133. 1. At the Cave, rake. and ridge, fawners shall be located ammme two T away from the panel eAd• 2. Theladmg side edge of the panel should be the side with the and-sipb,p groave; each pulp[ side will overlap this channel to provide a Capillary brake. 3. The panes shall be fastened with #9 x 2" =Let roofing scaling waste, screws in the crown of file inverted V ribs as shown in the deeds heave, 4. ,The panel's width futaoes shall be_paced at 11 Wto the aaer rib, Then 12 W' m the next, perpendicular m the slope, through the overlapping panel. The flat area of the panel u shown in the details herein. 5. The panels fawning panem at the interim of the panel, shall be in rows spaced NOA No.: 0741g15.06 NOA No, 08-040.09 oftu Ex9GBNao Date: UM&n1 Erphatbn Data: 06119/13 WS.AQ1Approval Dam: 1VM07 M-2 APpr real Date: I IaO/OS Page 3 o[S Page 34 of 38 � T / I \ 5 A� INSTALLATION INSTRUCTIONS Smart VENT & DETAILS 877- 441- 8368 MODEL 1540-510 www.SmartVent. com DUAL FUNCTION FLOOD AND VENTILATION VENT REV. 5.15-09 INSTALLATION INSTRUCTIONS 1. Remove vent door from vent fiame.(Tom upside down, Delete bottom ofdocroutward and slide out) 2. Prepve a CLEAN 16.25" wide by 8.25" high cough opening (approx. I block wide X 1 blockbigh) far each vent. Ensure the bottom of the rough opening isvo mate than 12" above the finished grade. 3. Apply a bead olsDicane orpolyumthane adhesive around the back of the Range on the vent farm. (FIG. 2) 4. Send the 4 stwl straps to the thickness of the wall measuring from the and with the teeth (see STRAP DETAIL) 5. Insert the top amps lam the top two soup slots about two clicks. 6. Insert theventfiame in the Out opening. The beat stop Cods go in than up behind the inside of the wall. Push the 6vme tight against the face of the wall. Ensure the fume is flush and square in the opening. (FIG. 3) 7. Reach through the vent opening and click the two straps in while holding the front of the vent against the wall face. The sharp point of the straps should Dot extend put the Goat of the vent gee. Install the me remaining bottom straps. 8. Re -check thatfreme is square and slots ere clear of debris, Bud caulk 9. Intl the door into fmme by grasping the bottom of door (with floe pins down) and front (small screen in font). Slide door law frame and rotate Until it is latched. 10, To open the door invert -two credit cards into the float slots as shown in the diagram. This will unlatch the door for removal and cleaning, DETAILED SPECIFICATIONS' MATERW.: SIMNLESS SrEa OPERATION MOD: AUTOMATIC NON -POWERED ACTNATION AND -OPERATION VENT ROMANS CLOSED AND LOCKED UNTIL ACTIVATED ' - OPERNPON AR: AUTOMATIC LOUVERS FULLY OPEN AT 75 DEG. FULLY CLOSED AT 35 DEG. NO POWER REQUIRED INSTALLATION: -. SECURED W/ 4 STAINLESS STEEL STRAPS SUPPUED HYDROSTATIC REUEP 200 Sq. Ft Per Vent VENTILATION: 51 Sq. In. Par Vent NOTE: VAPOR BARRIER ALLOWS FOR REDUCED VENTILATION REQUIREMENTS ROOD: MINIMUM OF 2 VENTS PER ENCLOSED AREA MOUNTED ON AT LEAST TWO DOrFERENT WALLS COLORS: SIANLESS (SrANDARO) EXTERIOR POWDER COATED WHITE, WHEAT, GRAY. AND BLACK (AVNL-4BLE) MEETS THE REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: FEMA, NFIP, ICC, & ASCH - SUPPORTIVE DOCUMENTS, TB 1-08, 44CFR 60.3(C)(5), ASCE 24-05 ICC EVALUATION k ESR-2074 one ­1 DETAIL DIAGRAM MODEL 1540-510 Smart VENT DUAL FUNCTION FLOOD AND VENTILATION VENT 877- 441- 8368 www.smartvent.com 16 1/40 R/O STRAP SLOTS USE TWO _ TDP AND TWO BOTTOM O \ BEHIND THE RODENT St AUTOMATICALLTEMPERATURE. OPEN I TEMPERATURE. NO ELEC x NEEDED v� SILICONE/POLYURETHANE �AONEesf"E LOCATION ^' 00 I STRAPS INSTALLED, TWO ON TOP TWO ON VENT BOTTOM VENT FRAME FIGURE 2 Side View �- STRAP DETAII . toe To vN 8 0 ° r TEETH MUST CLICK W TIGHT TO INSURE r"t SECURE INSTALLATDN. BEND PAST 90' FO SPRING BACK SPA I" F"ire Ribbon Direct Vent Slim 46" FLOAT SLOTS FIGURE 1 Front View FIGURE 3 Side View Why pick a Spark Direct Vent 511rn "4E? o Only 8' deep off the wall. - Ease of installation. Simply Dell t o the wall. a Versatile venting options ireet vend hrough roof exterior wall 3 ae Light and control the unit fro the fully progra m mostatic remote. control (standard) or use the convenient manual control panel on side ofkunit. e Reflective porcelain enamel firebox liner reflects flames enhancing depth and beauty of the picture. a Selection of surround options T IAx FROM ' - GRADE dy 1540-510 Right Side view Front view - _ -- _ Top view 6B„ 8„ 25 q" 65 8 r 58j„ - Model No. 46 Glass viewing area 46'Wo( 10H a Outer dimensions 58 3/8'W X 25 5/8'H X 8'D Clearances to Combustibles Rear: 0', Left Side: 6% Right Side: 6% Ceiling: 8% Floor 3", Gas type' Natural or LP/propane models available Onloff' Programmable / thermostatic remote control standard manual control panel on unit Efficiency Up to 80% BTU input 18,000-29.000 BTU/h "t Venting Options Through exterior wall or vertical through roof Vent Type" Simpson DuraVent DirectVent Pro 5' x 8' diameter. Unit supplied with starter collar & wall pass through. Doors/glass Fixed ceramic glass panel Interior color Reflective porcelain enamel firebox liner Surround OptionE* Brushed stainless steel or satin black Certification Omni -Test Laboratories ANSIZ21.88a-2007 CSA 2.33a-2007 CAN/CGA-2.17-M91 *Must be specified at time of ordering. **Must source locally. The Slim 46" can be used with two different controls: touch control and remote control. Both methods can be used at the same time. With this control it is possible to turn on the fire, turn off the fire and control the flame height. Spark Modern Fires A 99B Greenwood Avenue I Bethel, CT 06801 modern fires www.sparl<fires.com p.866.938.38g6 I Plan notations These plans are prepared in compliance with 2007 Florida Building Code with 2009 revisions, and the 2008 NEC. Windload is 140 MPH, Exposure "C" Building is Enclosed _ Internal Pressure Coefficient =/-.18 Building Construction Type IIIB 1) Weathering area is indicated as "negligit&:�per 301.2(6) 2) Termite infestation area is indicated A.' ery,ag per 301.2(6) 3) Flood Zone is AE, BFE is 8.0 arage crawl space slab are at elevation 5.0 NGVD which is below BFE. All wall surfaces e ow E e to be stucco finish applied directly to CMU walls. 2 Hydro -venting is as follows: Area Enclosed 1217 SF — requires clear area of 1217square inches. (2) Model 1540-510 Smart VENTS are to installed in the garage area at the slab level. Each Smart VENT provides 200 square inches of ventilation area. (4) 487 wide by 24" high openings are to be provided in the crawl space area. Each opening is to be enclosed -with a 48" wide x 24" high powder coated aluminum Bahama shutter. Each shutter provides 30% free area or 346 square inches per shutter. This will provide a combined area of 1784 square inches. (1217 square inches required) 4) Wall and ceiling finishes shall have a flame -spread classification of not greater than 200. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 5) Insulation materials, including facings, such as vapor retarders or vapor permeable membranes installed within floor -ceiling assemblies, roof -ceiling assemblies, wall assemblies, crawl spaces and attics shall have a flame -spread index not to exceedr25 with an accompanying smoke -developed index not to exceed 450 when tested in accordance with ASTM E 84. However when such materials are installed in concealed spaces, the flame -spread and smoke - developed limitations do not apply to the facings, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, floor or wall finish. 6) Roof trusses will be isolated from concrete beam with 301b building felt or hot dipped galvanized truss tie downs. Any plates, or other lumber installed in contact with concrete is to be pressure treated. 7) All gypsum board materials and accessories shall conform to ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395 or C 1396 and shall be installed in accordance with the provisions of this section. Adhesives for the installation of gypsum board shall conform to ASTM C 557. 8) Ceramic tile surfaces -shall be installed in accordance with ANSI Al08.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 and A137.1. Cement, fiber -cement or glass mat gypsum backers in compliance with ASTM C 1288, C 1325 or C 1178 and installed in accordance with manufacturers' recommendations shall be used as backers for wall tile in tub and shower areas and wall panels in snower areas 9) Attic Access — there are no'attic areas three feet tall or higher, there is no attic access provided. 9) Roof sheathing shall conform to R803 SECTION R803 ROOF SHEATHING %,R803.1 Lumber sheathing. Allowable spans for lumber used as roof sheathing shall conform to Table R803.1. Spaced lumber sheathing for wood shingle and shake roofing shall conform to the requirements of Sections R905.7 and R905.8. - TABLE R803.1 MINIMUM THICKNESS OF LUMBER ROOF SHEATHING RAFTER OR BEAM SPACING (inches) MINIMUM NET THICKNESS (inches) -- 24 5/8 — — 48a 11/2T &'G % ,R803.2 Wood structural panel sheathing. 'b,R803.2.1 Identification and grade. Wood structural panels shall conform to DOC PS 1, DOC PS 2 or, when manufactured in Canada, CSA 0437, and shall be identified by a grade mark or certificate of inspection issued by an approved agency. Wood structural panels shall comply with the grades specified in Table R503.2.1.1(1). 10) Combustible insulation shall be separated a minimum of 3 inches (76 tom) from recessed lighting fixtures, fan motors and other heat -producing devices. Please note that the ceiling insulation is to be R-20 Icynene installed at the roof deck. 10'Tff WL d' THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY C:rjfifi ECTI'D REOUE HEC _ EO By F;LIb INSSYFCTORS THAT MAYS C:,,4RYINURD COMPLY R to WITH ALL APPLIC;, tILe COD.Ea, �i tlyvr LADS HAVE I,3 THE FLORIDA BUILDING CODER ip 2 j II IA lob-Gl�l Alt -- I I ,I ai ✓ I c r- L D SIGN CRITERIA M Q - r Ir 3-- r lens are prepared to Florida Building Code 2007, 2009 amendments and 2008 " — — -- - — O 1p I F - - -- - G NEC I , N -fl 140 MPH U IQ j 1 Exposure "C" W IF OnI m % Building is "Enclosed" ` I,I Internal Pressure =/-.18 n Building Category If i • � � / g i �' • � C%� � � gym. Importance Factor "1" Building Areas 1001 I j4 11 First Floor A/C 728 SSF J� d Second Floor A/C 1140 SF , 0 r tom^ Total A/C 1868 SF o Garage 412 SF �, Z First Floor Balcony 73'SF Q o Second Floor Balcony 73 SF p lTotal under roof 2426 SF Ocd• '� �I' -_ _ - _ I p' O ( erg All first floor windows to be set at 8-0 unless noted otherwise. All second floo 14 windows to be set @ 7-8 unless noted otherwise. All windows casement unless Q O a "-- - otherwise noted. All windows to have Dade County product approval and to be F" ON, Q installed to Dade County product approval per that specific product. Windows to be PGT or approved equal. OnIV , Window Schedule - subscript °'h" indicates hazardous location IF , CS VJ 'V Mark Description Des. Press / O Required Provided A) (2) 2-6 x 6-0 fixed +53/-67 +90/-90 B) 3-0 x 6-0 fixed +56/-75 +90/-90 / / O C) 2-6 x 4-8 fixed +56/-60 +90/-90 D) 2-0 x 3-0 csmt +561-60 +70/-90 GJ Fih) 2-0 x 6-0 fixed +56/-75 +90/-90 ' F) 2-0 x 5-2 csmt +56/-60 +70/-90 Notes on Construction + e� G) 2-0 x 5-2 fixed +56/-75 +90/-90 El) (2) 2-6 x 5-2 fixed +53/-70 +70/-90 1) - At duct penetration through second floor adjacent to dryer a I) 48" x 24" projected +56/-60 +701 Provide 2x4 studs laid flat at 16" on center with ''/," gypsum board finish J) (2) 2-6 x 5-2 csmt egress +53/-67 +70/-90 Kh) 2-0 x 3-6 csmt +561-60 +70/-90 01 Exterior Door Schedule - all doors are �5 �I lo • II 11 All exterior doors to have,Dade co nt hazardous product duct approval and installeer ' � _ product approval. Glazed doors to be as above and have laminated glass meeting the requirements of SSTD 12. ✓1 �•r I ad �2 /'"I� �/ ® O '�'rL O� G� Gfa Mark Description Des. Press Required Provided O1 1 9 1 - 1) 12-0 x 8-0 ohd Wayne Dalton +37/41.58 +46/-52 2) 3-0 x 8-0 Plastpro +53/-58 +65/-65 ' I 1 Door 2 set 7.2" above ground floor slab 3) 3-0 x 6-8 Plastpro +53/-58 +65/-65 - - - Door 3 set @ ground floor slab O I4 Z4) i 4) 6-0 x 8-0 2P2T PGT box screen +53/-67 +105/-115 1 — - - - - O 6-0 x 7-8 2P2T PGT box screen +53/-67 +105/-115 1% 1 41, 2 Interior Door Schedule WK Description f 2 nn 10) 2-8 x 8-0 solid core, deadbolt Q I MiUvv - — --- V� 11) 2-8 x 8-0 privacy set 12) (2) 2-6 x 8-0 full louvered ` I / pT 13) 2-6 x 8-0 -_1 / J ( 14) 2-8 x 8-0 pocketing, privacy set 15) y. 2-4 x 8-0 pocketing, privacy set —� 1 /n O I O 16) 2-4 x 8-0 pocketing, privacy set __ '✓- �I (,i• �'2 �� . � cf' p I ' © j� n � � . 2 r I /�' � 17) 2-8 x 8-0 privacy set w 2-8 x 8-0 pocketing, privacy set, N � �2 �g � • � �2' �i ii0 (� �' 19) 2-0 x, 8-Q pocketing 20) 2-8 x 8-0 pocketing, Privacy set 2-0 x 8-0 �1 pQ - -- 22) 2-8 x 8-0 privacy set 23) 2-0 x 8-0 24) 2-6 x 8-0 Notes on Construction At duct penetration through second floor adjacent to dryer Provide 2x4 studs laid flat at 16" on center with %z" gypsum board finish THESE PLANS HAVE BEEN REVIEWED I �5N A `002?W THE FIMDA ILA OME THESE PLANS AND ALL PROPOSED WORK F ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD Iid9PECTORS THAT ;..1 vsr- - MAYBE NECESSARY IN ORDER TOL `0 COMPLY WITH ALL APPLICABLE CODER.ILV k TERMITE TREATMENT REQUIRED Electrical Load Calculation 1885 SF @ 3 watts/SF 5655 (3) 20 amp appliance circuits 4500 laundry circuit 1200 a/c 10000 golf cart 1800 clothes dryer 5000 disposal 800 water heater 4500 oven 7500 cooktop duel fuel 5000 Ice machine 1600 garage 1500 RV hookup 7200 total 56255 A/C @ 100% 10000 first I Okw @ 100% 10000 remaining 36255@ 40% 14502 total 34502/240=143.7 amps Provide 250 amp service 0 j M' +" • -4� I El_ -- \\ EH — _ Lk A I � 1 LW THESE PLANS H14YE BE -F�' Y C�9�Lo IN J �1YX'tl BUILDING CODE. THESE PLANS AND ALL PROPOSED WORK. ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAYBE NECESSARY IN ORDER TO COMPLY WITH ALLAPPLICADLE CODES. 70ll 'I'RUNW REQUIRED . ,K i I — F/ s � ko ai F471: � THESE PLANa"HME "$atl BUILM6, D ALL PROP09FD WOR I" AW �'iJl'11^ I;TIUi95 ,jV fqS pECT7HS THAT �Ay 1,9OFJrj H TO .N. APPLMAULE CODES. 9 cJ� Ink VV o �L I :D !1 'lam 1 >. w 1 I i i 64 IC. -tie _—�'I-I:N�'����.�:�-'�="L"�-•.� i --"�?���pi�ll CJ✓'c.r. �r zrxftd� r 1w ol�� 0rgffi A --*---I x WOOD BUCK I/a • SHIM SPACE MAX.- .-I J! e _ T I AN 60 � �r.•, \'� \V I —� 8 NJ 0 :, Mmm THESE PLANS AND ALL PROPOSED WORT: ARE SUBJECT TO ANY CORREC'riONS REQUIRED BY FIELD INSPECTORS, THAT MAY BE NECESSARY IN OC,DER TO COMPLY WITH ALL APPLICABLE COOEd. TERMITE TREATMENT REQUIRED �46 4 O rn � Q NOTE ON BUILDING HEIG13T structure. Walls shown as frame below BFE are to be constructed of 4" CMU's to BFE with stucco finish applied Peak of Roof 29.7 NGVD below BFE. Frame walls above I)FE are to continue above BFE 8.0 NGVD BFE as conventional frame construction. Total height above BFE 21.7 feet Typical Construction Typical Garage Fire SeparatioU tun 1 3/8" solid core Door from garage to house to be minim Typical Slab 4" 3000 PSI Concrete with 1.5 lbs/CY fibermesh on 6 mil poly wood woo "X"board ceiling in garage vapor barrier, on poisoned compacted fill. All ductwork in garage, or ducts penetrating the walls of the garage to be minimum 26 gage sheet metal with no openings in Typical Low Slope Roof garage. Certain teed APP modified, on Peel and stick underlayment, on 5/8" CDX plywood, nailed as per structural drawings with 8d ical Stucco Finish 5/8" sponged light texture, with smooth troweled bands ringshank nails to prepare samples for approval Second floor to have lap siding pre-engineered trusses @ 24" on center simulated by stucco. Provide vinyl stops as required to R-19 iceynene insulation at roof deck, replicated siding at 6" on center. 5/8" gypsum board ceiling Typical ern Mums Root with fasteners 8" Metals 5-V crimp roofing, @ Typical Windows and Doors PGT tinted windows and exterior glazed doors meeting Dade. with laminated glazing meeting..' Southeastern on center, on County product acceptance, impact requirements of SSTD 12• Doors and windows to be Peel and stick underlayment, on CDX nailed as per structural drawings with 8d fastened throw 3/4" PT bucks per requirements of product to be sealed to block with one part 5/8" plywood, ringshank nails to acceptance. PT Buck urethane caulking and attached to masonry per requirements of pre-engineered trusses @ 24" on center product acceptance. Doors and windows to be sealed to buck R-19 iceynene insulation at roof deck, board ceiling, or wire lath and stucco soffit with one part urethane caulking. Water test all assemblies at all exterior doors. 5/8" gypsum before stucco. Provide copper pans Typical Soffit Structure truss Bottom chord of extends out and becomes soffit Typical First Floor 3/4y plywood attached to 2x8 @ 24' on center framing with 1 Od nails 6" on center. R-20 Icynene insulation. Provide Typical Fascia and Soffit cementitious backing board over 15 lb felt or red rosin paper 2x sub -fascia over 3/e" plywood at areas to be ffied• lx8 fascia hardee board lx3 copper drip and trim Wire lath and stucco soffit Typical Second Floor 3/41, plywood attached to 18" floor Joists @ 24" on center with 8d nails 6" on center. R-20 Ieynene insulation. Provide Typical Exterior Wall CMU block wall with vertical felt or red rosin paper ccementi i at 8" CMU as indicated on plans. mood areas to be 6ledlb reinforcement as shown on plan, every second course vertically and dur-o-wall reinforcing 3/4" furring strips Typical Porch Ceilings Wire lath and stucco applied directly to bottom chord of R-5 foil faced foam insulation trusses at second floor and stucco applied directly to concrete 1 /2" gypsum board interior/slick finish slab at first floor. Typical Walls below BFE Garage walls are to be stucco finish applied directly to CMU _ — Typical Second Floor Porch Waterproofing & top coat, BASF flex tite and file Typical Porch Railing pre-engineered stem with vertical legs core Strict Railing to be 36" high Sonoguard base, mid, sand - finish per owners selection. drilled and inconcrete�um and constructed to restrict passage of a 4" sphere between Typical A/C equipment stand pickets. Pre-engineered aluminum equipment stand constructed by Precision Aluminum, Deerfield Beach. I '0. r' r _-c I !8 � Zv k ILL4 y f Mi' t�N U iW ILueV io -1'!i� My 4 MJ �� �pqg� Fy I ��OY.e "b�+ a�laY'Y i , a. Y� "1. 9myrai r SA& ly M y ! ,ti3 u�drvs .,� dtdL"u YYW m�u�'+Ld�. inf Ya�w.i rul�.YW�'0 h/tj v'8a� YV'&Y Wr atl�I THESE PLANS AND ALL PROPOSED WQRK ARE SUBJECT TO ANY CORRECTIONS. REQUIRED BY FIELD INSP; CTORS THAT - MAY BE NECESSARY IN ORDER TO COMPLY WITH ALLAPPLICAKII CODE$, 111 H 0 (ev TERMITE TREATMENT REQUIRED I 2 M. m 0 Cam] ® 20 1 N u' THESE PLANS AND ALL PROPOI1EP W11NK i ARE SUBJECT TO ANY CORRE.ETIDNS REOULRED BY FIELD WSPECTORS THAT _. MAY BE NECESSARY IN OROCR TO COMPLY WITH ALL APPLICA8I.E TERMITE TREATMENT REQUIRED V.J. Gerley & Associcates \ I Structural Engineers CA #9318 v 3190 NE Maple Avenue ..Jensen Beach, Florida, 34957 772-334-2600 GENERAL NOTES DESIGN: DESIGN OF THE STRUCTURE IS BASED ON THE FLORIDA BUILDING CODE 2007 EDITION WITH 2O09 REVISIONS AND ALL OTHER APPLICABLE STANDARDS. WIND CRITERIA: VELOCITY : 140 MPH, EXPOSURE 'C', CATEGORY II (IMPORTANCE FACTOR=1.0),PRESSURE COEFF.=+0.18,-0.18 DESIGN PRESSURE ON BUILDING ENVELOPE ELEMENTS: SEE DIAGRAMS EXTERIOR GLAZED OPENINGS SHALL BE PROTECTED BY PRODUCTS WHICH MEET THE REQUIREMENTS OF SSTD 12. SUPERIMPOSED LOADS: FLOOR: 10 PSF D.L. FLOOR: 40 PSF L.L. ROOF: 15 PSF D.L. ROOF: 30 PSF L.L. SOIL: CLEAR BUILDING AREAS OF TREES, ROOTS,ORGANICS AND OTHER DELETERIOUS MATERIALS.BACKFILL WITH SELECTED GRANULAR MATERIAL IN 15" MAXIMUM LIFTS AND COMPACT TO A MINIMUM DENSITY OF 95% AS DETERMINED BY ASTM D-1557. ALLOWABLE SOIL PRESSURE SHALL BE 2500 PSF AND SHALL BE VERIFIED BY A TESTING LABORATORY CONCRETE: CONCRETE SHALL DEVELOP A MINIMUM STRENGTH OF 3000 PSI AT 28 DAYS. ALL CONCRETE SHALL BE READY —MIXED AND IN ACCORDANCE WITH ASTM C-94. SLUMP AND CYLINDER TESTS SHALL BE PERFORMED BY AN INDEPENDENT TESTING LABORATORY. PROVIDE FOUR (4) TESTS FOR EACH CONCRETE PLACEMENT AND/OR 4 TESTS FOR EACH 50 CU YARDS OF CONCRETE. MAXIMUM ALLOWABLE SLUMP SHALL BE 5 INCHES. MASONRY: CONCRETE MASONRY UNITS (CMU) SHALL CONFORM WITH ASTM C-90• PLACEMENT OF UNIT MASONRY SHALL BE STRAIGHT, PLUMB AND TRUE TO A TOLERANCE OF 1/8" IN TEN FEET. PROVIDE "DUR—O—WAL' STANDARD WEIGHT ALL GALVANIZED #9 GAGE TRUSS REINFORCING AT EVERY SECOND COURSE OF MASONRY. LAY CONCRETE MASONRY UNITS IN RUNNING BOND WITH SUCCESSIVE COURSES LAPPED 1/2 OF A UNIT. MORTAR FOR MASONRY UNITS SHALL BE TYPE 'S' WITH A MINIMUM f'm=1800 PSI. REINFORCING: REINFORCING STEEL SHALL BE DEFORMED, NEW BILLET STEEL IN ACCORDANCE WITH ASTM A-615 GRADE 60 AND DETAILED IN ACCORDANCE WITH ACI 315. ALL SPLICES SHALL BE IN ACCORDANCE WITH CHAPTER 12 OF ACI 318, WITH A MINIMUM SPLICE OF 40 BAR DIAMETERS. STEEL FABRICATORS SHALL SUBMIT FOUR SETS OF SHOP DRAWINGS FOR THE REVIEW AND APPROVAL OF THE ENGINEER. REINFORCING COVER SHALL BE: 3" FOR FOOTINGS, 1 1/2" FOR COLUMNS AND BEAMS, 1 1/2" FOR SLABS OF EXTERIOR EXPOSURE AND 3/4" FOR SLABS OF INTERIOR EXPOSURE. COLUMN SCHEDULE MARK SIZE REINFORCING TIES TYPE REMARKS C1 8X16X16 7#5 2-#3®8" CIP C2 8X16 4#6 #3@8" CIP C3 8X16X16 6#5 2-#3®8" CIP C4 8X8 2#5 DURO-WAL ®8" CMU C5 5 1/2X8 2#5 #3@8" CIP C6 SEE SKETCH 7#6 2-#3@12" CIP C7 8X8 4#5 #3®8" CIP C8 4X4 PT WOOD C9 F _1 r: > - lj_ C2 1'-10" C6 C3 C7 C4 C5 FOUNDATION SCHEDULE MARK SIZE (BxDxT) REINFORCING T/EL REMARKS F1 2'-0"x Lx 2'-0" 3#5 T&B 5'-0" F2 2'-0"x Lx 3'-0" 3#5 T&B 5-0" - F3 2'-0"x Lx 3'-4" 3#5 T&B 7'-7" F4 4'-O"x5'-6"x V-0" #5@12 BOT E.W. 5'-0" F5 —J CONNECTOR SCHEDULE MARK MANUF. CAT # Tact Cact Tall Call FASTENERS LATERAL F1 F2 C01 USP HD418 1600# 3920# 8 8-10D JOIST 1860# 1860# 1715# CO2 USP RT4 0 # 410 # 2-1/4 xt" TAPCONS 4-8D JOIST 59 # 880 # CO3 USP LPTA 400# 1250# i0-10D TRUSS 810# 1500# C04 USP HLPTA 75 1400# 2125# 2-101DODEAT PLATE SS 1860# 1715# C05 SIMPSON LB 28 540# 915# 4-10D JOIST 2-16D BEAM C06 USP PA 44 4320# 5135# J" 3" EXP COL C07 USP NP 15 4—BD COL 4-81) BEAM C08 C09 C10 JI rryygqy�y, r'„rya �� ' �1.p,s6�1neyn �1��L�8��'E�����§: y.m oe:.,E a .pper•' L 1MuM.i'm � z1 tlo�� 11 CC I rd [lb� fJ a,U �eYb1��YY� (7.x tlal:, nCY /i/a .i 1 Ei�r•�1d� PRESSURE (PSF) AREA ZONE 4 ZONE 5 ZONE4,5 10 —60 —75 +56 20 —58 —70 +53 30 —57 —67 +53 50 —56 —65 +52 100 —51 —58 +49 200 —49 —53 +45 THERE PUNS AND ALL T ARESUBJECI TO AN'� G'O:P'r.F.G1' lv+1 AT PEOUIPIED BV 11jEL^ ORDER.10 Pi II Pr., DER. hRA`! BE NECI:' SA AP:APLICABLE G COMPL4gtITN"A ODS®° TERMITE TAV�W' W- QV*1D ROOF EDGE a 3 2 3 --------------7 �\ a \a \ / -------- 2I 1 1 12 2 L— — — — — — — — — — — — — -\ a 3 2 3 a a a a UPLIFT PRESSURES ZONE 1- 45 PSF ZONE 2- 68 PSF ZONE 3- 93 PSF NAILING SCHEDULE ZONE 1-8d ringshank © 6" a ZONE 2-8d ringshank @ 4" ZONE 3-8d ringshank @ 4" lim BEAM SCHEDULE MARK SIZE b x t REINFORCING STIRRUPS T/EL REMARKS TOP MID BTM B1 8 X 18 2#7 2#7 #3@6" 18'-6„ B2 8J X 18 2#5 2#5 #3®6" 18'-6" dfo 5i�j`tp b E7 13: 8cra ii (K_ Garnje B3 B4 8 X, 2�-n #5 1 - 2#5 #3@12"— B5 8 X 12 2#5 2#5 #3012" 8'-0" B6 81C I �P Id % 1-41 R81 g X I 2#5 2#5 #3®24" 27'-6" RB2 tic �f0� ii 2'%^�tl rrvv11 G��IIJ GfA 0 RB3 GERLEY & ASSOCIATES STRUCTURAL ENGINEERS CA #9318 3190 N.E. MAPLE AVE. JENSEN BEACH , FL 34957 772-334-2600 VICTOR J. GERLEY, FL.PE. #21422 3/4- RECESS GRADE 4- SLAB COMPA10/ COMPA10 W.W.F. ON WELL CTED AND TREATED FILL ON 6 MIL VAPOR 3/4- RECESS BARRIER 1 I EL 5-0" k �• • v • LJ I � iV I F1 <. 2'-0" SECT 1-1 C.M.U. WALL W/#5 ® 24" 3/4' PLYWOOD W /10D ® 6" LB 28 (C05) 2X8 LEDGER W/3/4"X4- EXP ANCH 0 18" k ..e • Mir_. _TVENT -----w-----o- • • • 0 2'-0" SECT 5-5 �' PLYWOOD W/101) @6" 8'-O" 2X8 JOISTS W/C05 J L 2-2X8 BEAM �-2X8 JOISTS W/C05 SECT 10-10 4' SLAB W/6x6x10/10 W.W.F. ON WELL COMPACTED AND TREATED FILL ON 6 HIL VAPOR BARRIER C.M.U. WALL W/#5 ® 24- I ' 4" SLAB W/6x6x10/10 W.W.F. - ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER N • I • • c7 GJ 2'-0" SECT 2-2 0 EL 6'-9' 6- SLAB W/ BOT EA WAY AND 6X6X6WWF TOP 1 #4@6"— #3 ®12" #4 TYP 8" CMU THIS FACE F4 SECT 3-3 w) GRADE ps , �i11 F+W YW.S a e�4.:D��a �S'^. rdYr� ♦al.0 � a.r{ •: 4mo�n�:emvu� ur U M THESE PLANS AND ALL PROPOSED W05" ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT b9AY BE NECESSARY IN ORDCR TO COMPLY WITH ALLABPI-'CAMQ nanFS. EL 5'-0" Y ono SECT 4-4 m R8 JOISTS W/CO5 i(C07) (C06) C.M.U, WALL W/#5 ® 24- 3/4" PLYWOOD W /10D 0 6" LB 28 (C05) 2X8 LEDGER W/3/4"X4" EXP ANCH ® 18" 4" SLAB W/6x6x1D/10 W.W.F. . ON WELL COMPACTED AND TREATED FILL ON 6 MIL VAPOR BARRIER — — IF-- — — --o- 0 [V 2'-0" SECT 9-9 TERMITE TREATMENT REQUIRED V.J. GERLEY & ASSOCIATES STRUCTURAL ENGINEERS CA #9318 3190 N.E. MAPLE AVE. JENSEN BEACH , FL 34957 772-334-2600 VICTOR J. GERLEY, FL.PE. #21422 y ^O y ply C i-r �Ti Fa- rn PQ � � b SHEET S3 OF 4 SHEETS 8" C.M.U. SECT 11-11 JLS 0 6" C.C. JOIST 0 24" C.C. BLOCKED 0 MIDPOINT IORS 0 18" 8" C.M.U. WALL W/#5 ® 48" 4-16D ® JOISTS 1 8" C.M.U. WALL W/#5 0 24" 10D 0 4" BETWEEN JOISTS 3/4" PLYWD W/8c FRI!/ 2X4 BETWEEN JOISTS 2X10 W/i"X5" EXP A CH 012" 18" TRIM J01 BLOCKED 0 V SECT 12-12 NAILS 0 6" C.C. EL 18'-6" STS 024" C.C. ADP01NT 3/4" PLYWD W/8d NAILS 0 6" C.C. 1OD 0 4" r2X6W/3/4"DIA AB'S 0 18"C.C. TYP IOD 0 4" 2X6W/3/4"DIA AB'S 0 18'C.C. TYP 3/4" PLYWD W/8d NAILS 0 6" C.C. EL 18'-6" � EL 18'-6" 18" TRIMJOISTS 024" C.C. BL CKED 0 MIDPOINT BLOCKOUT (SEE PLAN SECT 13-13 ¢ ,: pp eY 1.v�.J .¢ti. ¢Stl a: F_+¢ ¢1 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALLAPPLICAMLC CoA4ff, TERMITE TREATMENT REQUIRED m • • SLOPE 1" 2X4 • • 8" SLAB W/#4012" T&B EA WAY 1 XX8" KEYWAY 18" TRIMJOISTS 024" C.C.— BLOCKED 0 MIDPOINT 2X10 W/ 3/4"DIA EXP ANCH 0 18" SECT 14-14 5/8" Cnv mvum "'/CA Winn"Ii.ai. SECT 20-20 t V.J. GERLEY & ASSOCIATES r. P STRUCTURAL ENGINEERS CA #9318 ¢ 3190 N.E. LE AVE. JENSEN BEACHH FL 3 957 a 772-334-2600 VICTOR J. GERLEY, FL.PE. #21422 �c rn "O it Ri u y b A FTC b ti SHEET S4, OF 4 SHEETS 7 v h "- ENGMEEFONG & TEsSTtM{a, INC. Cower.Roritlet"gin250 x ", 0A As."- 260 s.w. !J'* AvaaMe ,. pepped. excel, FL 33949 DATE: 1 —._ JQB oftaiB N: 11.2252 CLIENT: Jana rt. Chitoc ADDRESS: 400 E Oada sired rSd1t}rt, Plardda 34 4 aof e PROJECT: eT: Rehx ids R&td f t AJ7 t w a PDRwda R Lt_4 7 AnDRE6S: C rL _- r- _ ASCE 7-05 DESIGN t*RESSURE CALCULATIONS Ptq' nit fPCanaihln: Height- 25' Exposure: C Hawn Whedistwe& V=t4O mph Length- 61' cazagary: 11 her"'N n s Factor, 1-1.0 width=^ 34' slope: <'7° K..=a.95„Kd -0.85 Parapet Wall: <3' D ne Cxlc+ttatdoit_e;,. Valevity, Treatise: q 0,i02S6*((o95)(1,(IX 0,85)(14inl(LESI-4D.52 pat Widtb of Presence Coef6cteln: ol(25) VOCrI3.4' user 3`6" Effective Wind Arta<I Otll For palapat III lived feet (3') of linger, zone three (3) shall be treated as zany two (2), t Efessurs Cf fn "lent• t unuumrpadp•dlcert. t) QC.PI = •1.0 1) QCPI 2) GCP2 . •L8 3) GCP3 - -18 Na,` r ' .elwaN.arre �eeaxN4Y Zee Y� a f h W Mepbreee Type: APP MOEYaIBD 4 nadt'typw l: Wawd, Nomiasulcewsl --d Meek tYBK:flpli.tl: MlnitliLdn 14i3g'ihlck plywo.d aOx4ted Uam$aPP'.Med: "ali63peteds 4'at.. lU wood jotSx spaold maumum Z4" a. c. SYmal Type E{6I: cam steel mnCnantwlEy Paemamd. AN GauseN end Syakn Lkottwkm apply. Nate Shaer: new ply of All wand eaflue" am Shea, C>haeaem or Floggka aae" ply Sleet (Type VI) authentically Niched a detailed below. Peeping' aces stun shall be Iapped 4" and frcoesd with i I as. wei ring sbank Wtaa aM " appronc tin cape S"ns. mow lap and dhow rows staggered W the venter offfi, saw 8"0.0 Ply Sheer (Optamai) One Ply of AN Weis er(Empim aria Shmt, Ulha Poly SMS, Olas Bat, Fica-t Oleo Batt, Fl. I Claw OR, am or Poly, SMS a ore Or pane Fliaspas ly Sw a (Type Rt or Fliatgla PoNows Ply Shut(Type VI) adhnmi in a fun mopping Of pinru i ecphall applied Wither the EVr mge and Nat 0(20-40 rwusq. or COR ply of Sleek Dies ors Buse Slue, self adhered of Fuldatie STA mrch adhawl mouOrn r. z Flianhwde STA, Flivketea STA Pius 5 0, Fiiaeasde D ANI 6TA, tat t GTA C.iStat, Fludisste(3TA, Pled m e, GTA 2waSter, Flindme OTA-FR ar OTA-FR CmAgtn Wish Adhered to baswa v shag. saekjlt.tl7"sqN. nkiarmaafdwfntk awn ,0.Po;Wg L 'fgE P11 6s on .- eoftrvd:"opginggvel ¢7, Fli 212FmxHenryi2U2.my _ `@la radyALMBeen rate of 14Sit, set. % s a� 14-di , Deign •" ^ --- y-3>' Ji__-. Preseae: -6dpaf (See Cawutal Lastento t7) NOAN.a O&WIR.O9 gawatim Daxr OW19113 Apgrowi DAta: I1a30N8 RA MM 38 irL Page 2 9�2ant, l.h Cinder d df az5z Jeephxiao yArefNre'°t° Rielbm a Ra. - Flat *and II JI en metal"FL: 10701 S. tine" DrlvWa DudO eaT aML- p Field PI '^ 40.52*(C i.a)-{0.18}J=•A7.8 pest 2) Perimeter 1) Comas P3 a 4a.52*[(•2.8J-(a.16}j= 12a.7 p6f �a Based h C R emenfS' imnm design 1 w a mac pOwis e, the 0 ono of ing gl" N)8A41t)A9, od 34 of . s, eat patterns to attach the praummt of-6Qps€; eta following ere our rcutinmeatded fastening pa Proposed beat afmat to the wood dock utilizing approved I I ga. annular Ting hank nails Slid Approved tin expo: Field; g" roc. (& 4" tape and 3 staggered rows r o,e. Parewc: 8" 06. Q 4a taps end 5 staggestot rows 8" MG. Coenees: 6" d,a @ 4" laps and 5 staggered rows 6" 0.e, Notts: Conners and Perimeter area ddmensnal shall not be teas than a = To, Contractor to verify that the fastening patterns Inwk inaTtufapettttT's OnFoRtmonts for issanI of a wamarsty as applicable). All walk shall be in aproldance with the local budlant; code prodI Control nation of weptance and inanufaaM." spsefficlinars and Florida Building Code 2007 Edition.. Wind load calculations based an ASCE 7.05 and intiatuation provided by client. All work Shan be i- red by our field megCmte (or authorized ntadiva) or a building departmwt instructor in verify complimtce wish saepifscehons. Sinceroly Rez�va ldadds). P.Is Florida Engineeralg A Testing, Inc. Florida II No. =3 Certificate of Auitoriaation No. 6923 THESE PLANS HAVE E EI(sl REVIEWED fCCO� D Ins' WITH THE FLORIDA BUILDING CODES APPROVED ASSEMBLY: syaetnn „sv,Conne, Waal Paused, Lack Type: wood, Neo4datlaxd Deck DacNpUmn Mrs" to Plywood a west phei skim Raftea 2"a2`arlaftin Monsanto UPae �° See T"A __ lA z m le applicable building in as it shall be Lt.. Sit annular said dd sk troll apaead as 6^a>.t. 1. m-mofzng, win deck u tees the, n One PROPOSECWQAK ( p.3 alas 4t-a: t rnetbod mast be in addition in THESE PLAhS AND ALL ONS Undermossm: wtomi. eeleou Minsme,u.OlaYrmaa Shall lie An ASTM 0226 Type IT installed With. ARE .aJII TO ANYCORRECTI THAT PIE"'11WiSP�nT miaimnen4' shle-leP and 6"emt-laps. Uaatlplapmrot dun be faidenedwhh REQl11RE0 k1Y RTO t"isi tiacapaend l2gaugn l-w"wmnlu Nag shack nett. "weed 6'. MAY ESE. NEOEGSASY1'10+n LICABLE CODE§" .s.xall upMdfdttwe rows l2"' oz. in the Odd c4 the roil. 0r,oe COMPLY WITH ALL APP approved u,d iiayment having a emreta N(I vadeys: VAticy Coma ro' abate he in cWPIAlenea with IkWftg Alienating Standard RAS 133 and -.t.Nh cumin published i"sbOation ustruchovs and d ivier W S,waheastere 3Maal Mzdnfanoring MaW Reasbc, Famahake Manual. Fire Barney Any appro d We lama harag a canned NOA. Or an clans A or B fee racxg Seats: iustall miamuN'x" thick Cmungia Parific -Deus Deck" (wth mvont NO A) or mlAlmun anaw dhick OfTribz, ReakRo.f(xivh epamt NDA) ar sle-"I - msiamattype X EYOa with traced cane and fuss. Metal Pasah and Waal OC s\ 4 hoop Pawls am "c suriea W courpli s with it surw; , avas RiCaG •a Niched uMt YCinn neC1M_ R.a Fop dUNla in %Whae, een M IS J" -'.:•. Mentttcntmg'-paciesny's pmkttwife , a TO Manual. l9W - -..... .. .F" cv " +•. '.,d., l $bell COOS G.Ab{FUGraq}eaN+.Gb'tdCmdB 8b0n hC caoetrvpadmca>Rixdce WiW NO, t-m.:i; -- e, AppiggreW SFIwodud RASp33. I_ At the Savo- I -I and "490, keuaras'kill be located we nave then r' away frowtheip4dead 2 The lnadipd „.i�.,� aide of the ahead be the Silk With was ="blip gradex With panel aids Will tenons this chazxel to provide a eapigery aaka. 3. The pow. 0-488 be fausned Wlnr fi9 X 2" easol rOOfmg Seaihlg Owns Rai in die c;je, of the boasted V dIs; as shown a the ddWNs bCxW, 4. Tlce iWaars wkhh Reuters Shan be •,aeccd at 11 W' W the Cenci rib, T;wa't2 W, a7 a, W ar. P"Pesi e-lar W the slope, tlaoagh the uvm(apphog paN. The Ran Sava of n, panel as shown .,he details lumha. .. , ... . 5. TbepexelstoteAtWgp,Oxen-t tWCWWRwefOWpked.shgbeinre,gaNd ..0 •.�.. -,.:. a in'febi* A Wow running parallel W the a!m of an ttaf. r--- b6a>0m Tubb A 1M1tovre __— _ lAetd M1wWraM Gans (j ,.. - p Ea P738ad -..... -ISafl eet� p sC•ea Pea I EizrmpelAaOxgNNl not l,c snnwe NOA No.: 001 tS.On Espeadan Date I Italian 0 AiO nsat Deft 11Ng/07 age 3 as 4 ig f ^� ! 0 1 I � / w„aa+* t "` � f 'Coo O .:/et►, l.e .ail +�:. : INSTALLATION INSTRUCTIONS Smart VENT & DETAILS' 877- 441. 8368 MODEL, 1540-510 YVbVw.8ttlartH0flt tom DUAL FUNCTION FLOOD AND VENTILATION VENT REV, 4:ISi PL,STALLAT Ott msr CTsoNs t. Remove vwm dote flow ve a frame. (TWO upside duWo, rout. boemA of door ousWwd em sNdv dot) I. Prepares CLEAN 16,2S" whin by 8,25"Cqb raugh open ag (appma. € block wid¢ X I Nock high) deredt Year. P"xama substantiate, rough Opening a Romps lean 12" abuse the fiewhad gad. S. Apply. bead oP sHiroaw ar asEkai re amu¢l des back ofRw i)aogc m (Ne vest 2) renews, (FtO. 2j eert 4, ttmld die 4 S!W{ s t9 ZbL' d9iekdMa40ft1ie MBII ow"ping no des ands with lost"( We ost"(att STRAP G, ) 5, lthe top seats a the top two shape dais about two disks. 6. dnsps Wavmt Sreau n ilm cm,aPandng.'Che bba:t sW'� m+la go iv dove up tice testis ofaw wa8. Push the snow tighagaia n the faux ot'ibw wall. Ensure rs f=w is flush and Core iA the 7. Rmeh enough the vas WREW S s4 speeding. fh w 3) '.. gh dit"Od'b sof the Was mwhilabe�all the freul(ottom vrefe. the wail Ann.T�dnp ppint.ram awes e�nid eat eamd pact da. from of Una vwl EeAa. tpalv#1 the. two remntamg bottom seeps. 8. Re -check shot frapeu par0 and sA slate mv: Clow ofdatma act uwik i 4. Inatalt the t i dope it is at¢ae ice � by grasping man arms with float aw do ( Con and P @not anuti 1 wave" k BaNsr $Ikta ( 9nur Ina and roxk peen! it' T &awe saetch.tl. le, To "pea the door Wart iwvwas, swats mto the float sloth as dawn W she Chateau. Tpus will select tbs door Err tam"val and dunning. DETAILED SPECIFICATIONS: MATERAL STAsdESi STEEL OPERON RAOO: 1Ur9WhC NON-PWRP1c ACTIVATION AM asiRAnON vour ORNNS CLOSED AND LOCKIM UNTIL ACTIVATED OPEaAFaN au AIOWATIG LOUVERS FULLY OPEN AT 75 Test NULY UO ED AT 5e PEG. No P,ea, Redualt, INSYAuLklo a: 9ECUR0g 4 STAINLESS 97ECL "PS SuPPu NYOROSTATIC REM 2W gt St. Ft pew vent vaTIATION: 51 S. In. Pas Y t Nest: VAPOR SARINER ALLOWS FOR Scurry Ysaa,,re, REOUME440MM FLOC: IANIWM OF 2 sTers PER onat,L'D AREA MOtwen or AT Later TWO d eatio T WALt9 Cases STAINIVES(ST EXTERIR OOWXP COATED W MI WHEAT, GRAY, ANN OLsex (AWiLABLE) NIRETS THE PJS UW..AMNTS FOR beirahlegagriopENNI AS SIT IpoRTH lsy" PUMA, NPIP, FCC, St ASCE SUPP0n"V-6 . TB I-08444(".FR 60,7(CX5), ASCE ed-OS FCC EVALUATION R SSR 2074 DETAIL DIAGRAM Smart VENT MODEL 1540.510 77- Sm 8Sm rt DUAL FUNCTION FLOOD AND VENTILATION VENT wwwnma .corn 1- 0 tx S H V [it TWO O TOP TWEO, PS TOP TWO ON VENT am VEMi FIGURE 2 Side View STRAP DETAIL, e spa TiETH MOST MUNK IN TORT TO RtSiM'E ^j - SECURE WSTALIAores selfly PAST W FO sP m arse .L1a„ a�rrd FIGURE 1 Front View STRAP SLOTS USE TWO Top AND TWO 107TOM II" THE ROKINT SCREEN, LOUVERS tAMATICat,L.r OPEN see CLDEE MIT" 4PURROVIM NO ELECTRICITY IS °; 4 FIGURE 3rera2s 44 Stile View 1a aNARt Hart ramq.n rasa v«w p .s AMbe b &Na e T VBt4T P�Hwn NJ seer 677-44T-aSeB uuu trtemoN au�oo AND veNTltAilO)e VENT aaaaattPa�ta'a MOOP115Aeet¢ ;... a. �tS'ifRe°irS'@ YWSdI� �aac a.. , SPARK Fire Ribbon Dirac I lI` e tSlim4611 ,i:mt nTPern '.)£ri;laa b'Npt �£111 ai}.' _Y Ordy W oleo elf the wall. - - - Ease sat test e Rstn, Stmp�ly i%e wait-\,-N-�'"— iersahh venting option rect Vent h roof exterior Coal e Light and contioi the land {(a itte fully progra mostatic remote control (standard) or use thr4 convars" manual control panel on side oliunit. M Reflective porcelain e,-TAI fee boA liner reflects flames enhancing depth and beauty of the picture. n Selection of surround options 46 .. 41 x 12*H 58 3/R"W X 25 5/8"H X WD Rear: 0I Leff Side: 6'. Right Side: 6', Ceiling: 8', Floor 3", Natural or LP/propare, models available Programmable / thermostatic reroute control standard manual control panel on unit Up to 809. _ 16,000-29,000 BTU/h Thx4sgh exterior wail or vertical through roof Simpson Duraiterlt DrectVent Pro 5" x IT diente er. Unit supplied with starter collar & wal pass through, Fixed ceramic glass panel ' Reflective porcelain enamel firebox liner :.. r Qpvo•„- Efrushed stainless steel or satin black Omni -Test Laboratories ANSI Z21.888-2007 CSA 2.33a-2007 CAN/CGA-2.17-M91 The Slim 46" can be used with two -Must be specified at time of ordering. different controls: touch control and "Must Sweet locally, remote control. Both methods can be used at the same time. With this control it is possible to turn on the tire, turn off the fire and control the flame height. lk Spark I dean Fires 99B G nwotyd Avenue Bethel. GT 06801 modern fires Plan notations These :d Code with 2009 revisiorm,ll8 Windload is 140 MPH,t is TN s t tV I =1k t '. Building a t - d' 1118 I ) Weathering area is indicated as "negligible" per 301.2(6) 2) Termite infestation area is indicated as L1very heavy" per 301.2(6) 3 Flood Zone is AE BEE is 8.0 NV G D Garage and crawl space slab are at elevation rrow 5.0 NGVD which is 1 be ow $FE. All wall surfaces below $F'E are to be stucco finish applied directly to CMU walls. Hydro -venting is as foRows: Area Enclosed 1217 SF — requires clear area of 1217square inches. (2) Model 1540-510 Smart VENTS are to installed in the garage area at the slab level. Each Smart VENT provides 200 square inches of ventilation area. (4) 48" wide by 24" high openings are to be provided in the crawl space area. Each opening is to be enclosed with a 48" wide x 24" high powder coated aluminum Bahama shutter. Each shutter provides 30% free area or 346 square inches per shutter. This will provide a combined area of 1784 square inches. (1217 square inches required) 4) Wall and ceiling finishes shall have a flame -spread classification of not greater than 200. Wall and ceiling finishes shall have a smoke -developed index of not greater than 450 5) Insulation materials, including facings, such as vapor retarders or vapor permeable membranes ins(alled within floor -ceiling assemblies, roof -ceiling assemblies, wall assemblies, crawl spaces and attics shall have a flame -spread index not to exceed ,25 with an accompanying smtrke-developed index not to exceed 450 when tested in accordance with ASTM E 84. However when such materials are installed in concealed spaces, the flame -spread and smoke - developed limitations do not apply to the facings, provided that the facing is installed in substantial contact with the unexposed surface of the ceiling, floor or wall finish, 6) Roof trusses will be isolated from concrete beam with 301b building felt or hot dipped galvanized truss tie downs. Any plates, or other lumber installed in contact with concrete is to be pressure treated. 7) All gypsum board materials and accessories sladl conform to ASTM C 36, (' 79, C 475, C 514, C o 3 (), ( 911, (796[I, t" 1002, C 1047, C 1177,C 1178, C 1278, C t 395 or C 1396 and shall be installed in accordance with the provisions of this section. Adhesives for the installation of gypsum board shall conform to iS'fm C. 557. 8) Ceramic the surfaces shall be installed in accordance with ANSI A108.1, A108A, A 0&5, A 1l)8.b, .A I(18A 1,A] 18.1, A118,3, A136.1 and A1.37.1. Cement, fiber -cement or glass mat gypsum backers in compliance with ASTM C 1288, C 1325 or (: 1178 arld installed in accordance with manufacturers recommendations shall be used as backers for wall title in tub and shower areas anet wall panels to st'roower areas 9) Attic Access _. there are no attic areas three feet tall or higher, there is no attic access provided. 9) Roof sheathing shall conform to R803 SECTION R803 ROOF SHEATHING -b,M3.1 Lumber sheathing. Allowable spans for lumber used as roof sheathing shall comfort" to Table R803,1. Spaced lumber sheathing for woad shingle and shake roofing shall conform to the requirements of Sections R905.7 and R905.8, TABLE R1iI MINIMUM THICKNESS OF LUMBER ROOF SHEATHING RAFTER OR BEAM SPACING MINIMUM NET THICKNESS quEl � imehes) _ 24 fil 48a _ 1 I/2T & G lb,003.2 Wood structural panel sheathing. lb,R803.2,1 Identification and grade. Wood structund panels shall conform to DOC PS 1, DOC PS 2 or, when manufactured in Canada, CSA 0437, and shall be identified by a grade mark or certificate of inspection issued by an approved agency. Wood structural pastels shall comply with the grades Specified in Table R503.2. i .1(1). 10) Combustible insulation shall be separated a minimum of 3 inches (76 Turn) from recessed lighting fixtures, fan motors and other heat -producing devices. Please note that the ceiling insulation is to be R-20 Icynene installed at the roof deck. as r w a xrte 00