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HomeMy WebLinkAbout6795 Ezra Loft Pl99 1828-4EBB—CAL199 HOMES 12602 TELECOM MRIVE, TAMPA, FL 33637 74ml: (813) 740-9720 Fax: (813) 740-9715 ALL WORK $M4� COMPLy WI COPE$ F �Rlp q SUILOWS C CODE NAfj6*(. j'�LjG7'RIC CODE ODE 'SIR file Gliy OF ' �QIGES ZEPHyN ylLLS �► ��Lc��r �,� ��pR 1 1 Z019 CITY 4 P -- —_ HYR1-fid� r • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS •FBC RESIDENTIAL. 6TH EDITION (2017) •FLORIDA FIRE PREVENTION CODE 6TH EDITION • NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION •ALL LOCAL AND STATE CODES :OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB eMN. INTERIOR FINISH - CLASS B *BASIC WDID SPEED - VuR=150 NPH ORMURE - BBea=u1I MPH *I -STORY RESIDENCE - •2-STORY RESIDENCE - M. HEIGHT AS PER LOCAL AND STATE CODES ABV. ac AD,. IT. AMP. BQ GL CAB. CLG CLR. CONC. CPT, C.T. D. DBL D.G. DIA. DIM. DISP. UP. OIL D.S. DTL. D.W.DISHWASHER EA. ELEV. EQ. . EQ. EXT. F.c. P FIN. FIR. FLUOR FR.DR. FIG. GA. DIS OAR. P. G.F.L GL. GYP, HD. H.H. H.C. HORT: OR HT INSUL HIT. LAV. LUM. M.C. ABOVE AIR CONDITION WG ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED AS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARBAGE DISPOSAL GROUND FAULT CIRCUIIINTERRUFhR GLASS GYPSUM BOARD HOSEBIB HOLLOW CORE HeiGnIIT MSULATION INTERIOR LAVATORY LUMINOUS MEDICINE CABINET MFR. MANUFACTURER MIN. MINIMUM M.T. METAL THRESHOLD MTD. MOUNTED MTL METAL N.T.S. NOT TO SCALE O.C. ON CENTER PL PROPERTY LANE P.B. PUSHBUTTON PH. PHONE PLT. PLATE PLYWQ PLYWOOD PIL PAR P.T. PRESSURE TREATED R. R RAQ DH RADIVS R.A.G. RETURN AIR GRILL REP. REFRIGERATOR RM, ROOM R.O. ROUGH OPENING S.C. SOLIDCDREEXTDR S.D. SMOKE DETECTOR S.B. SINGLE HUNG SHT. SHEET SHTHG SHEATHING SHWR SHOWER S. SING SL SLIDING SL. OL SLIDING GLASS TSTANDARD.�_ SWS SHEAR WALL SECTION TEMP. TEMPEREDGLASS TEX. THICK T.O.C. TOP OF CURB T.O.P. TOP OF PLATE TYR TOP OF SLAB TYP. TYPICAL U.N.O. UNLESS NOTED OTHERWISE V.P. W HER. W. WASHER W/ WTTH WD. WOOD wow WATER HEATER W.I. WROUGHT IRON DATE DESCRIPTION ARCHITECTURAL SHEET DESCRIPTION PG Cl-COVER SHEET PG GN- GENERAL NOTES PG Al —FLOOR PLAN PG A2D—ELEVATIONS PG El —ELECTRICAL PLAN PG Pi -PLUMBING PLAN PG Ml—MECHANICAL PLAN PG DI -DETAILS PG D2—DETAILS PG D3—PRODUCT APPROVAL LISTING PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA8—WALL ASSEMBLY DETAILS . • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 . C �Q ►7 LIVED wo ea. PT. GARAC# 430 SG FT. ENIR, ba FT. ` ! w sQ. TOTAL 2862 ea PT. STRUCTURAL STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS -DOWEL PLAN PG Si.2REVIEW PG S1.2A-DETAILS PG S2-IIF1' BEAM PLAN AND NOTES PG S PG 33—ERA—FRAMINGNG PLAN PG S3.1A—DETAILS PG S3.113—DETAILS PG S3.1C—DETAILS PG SNl—DETAILS DRAWING / CONTRACT DOCUMENT V R BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SM ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET THE CORRECT PROCEDURE IS FOR THE BUII bER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AS DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.8078 FAX: 407-774-4078 wwwsbdealgngroup.com L AA N: 0003325 , b a sysaiv. as WTt SILVERADO LOT #50 BLK. #6 P1R0J>l7CTI/ 2— 0 61 MODMI L: 4EBB "1828-CALI" GARAGZ SWUM: LEFT PALM COVER SHEET 150 MPH EXP. B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE MATH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 8th EDITION, (2017) .AND IN CONJUNCTION WITH ASCE 7.10. ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR BTH EDITION (2017) UNO. 2. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WINDBORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 8. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMLAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR MIN. WIND LOAD, LISTED ON COVER SHEET B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. AS PER SECTION R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMTTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN I-N INCHES THICK, OR 2D-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302.&2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.20 GAGE (0.48 kM SHEET STEEL V MN. RIGID ON -METALLIC CLASS ORCLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TOTHE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS. THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN X-INCH GYPSUM BOARD OR EQUIVALENT. srt>EwoRlt 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS (IF REQUIRED BY BUILDING DEPARTMENT). 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTINGAND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 959/o MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) B. EXCAVATIONS TO BE A MINIMUM OF T- O' BEYOND NEW FOOTING LINE. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 10, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 11. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWING. 12. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMENT PROTECTION LABELED FOR USE AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION. UPON COMPLETION OF THE APPLICATION OF THE TERMITE PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 'THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." TN16ER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-mm E. APA- THEENGINEEREDWOODASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST $OIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 3. MINIMUM NAILING PER CHAPTER 6- WALL CONSTRUCTION AND TYPICAL NAILING SCHEDULE ON PLANS. 4. NOTCHING OR CUTTING OF FRAMNG MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALUFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SNI. 6. MNIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24"AND THE MINIMUM AREA SHALL BE8FT .SC, PLtolm 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY ONES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P26032. EKn9UDR WALL C0VEIIINI 3 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIORPINNRES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, W THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1l2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-CIO63.12a. 3. LATH & ACCESORIES PER ASTM-C-1063.1IA & R703.7.1. ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CIO63 - 1 1A AND R703.7. FIRE REWSTANT CON81RUCT10N UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. R302.7. CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES ICONSTRUCTION ADMINISTRATION SERVICES ARE NOT APART OF AB DESIGN GROUPS SERVICES FOR THIS PROJECT. IT IS UNDERSTOOD AND AGREED THAT AS DESIGN GROUPS SCOPE OF SERVICES DOES NOT INCLUDE PROJECT OBSERVATION OR REVIEW OF THE BUILDERS / CONTRACTORS PERFORMANCE OR ANY OTHER CONSTRUCTION PHASE SERVICES, AND THAT SUCH SERVICES WILL BE PROVIDED BY THE BUILDER THE BUILDER ASSUMES ALL RESPONSIBILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS, AND FOR CONSTRUCTION OBSERVATION. CONTROL DATE:10/25/18 (RM) F8"MDV L,O1!ADO50 #6 04128. 0 - 00 MODau 4EBB "1828-CALI" OA %AOa 91MCM LEFT PACE: GENERAL NOTES 150 MPH EXP. B SQ.FT. CAM'S LNRIG 028 SQ. FT. GARAGE 430 SQ. FT. E lWr 16 SQ. FT. LANAI 88 $Q. FT. TOTAL 2362 SQ FT. 9�CUDEMEFOR89 o1DdNA Q D � ME w01lHw oo IEt1111fi MIK WINDOW I® 5 24/-33 CRITERIA EXTERIOR OWING is 5 24/-31 DR, MIN. CRITERIA 6". MIN. 41 5 23/-29 CRITERIA 16010 0441% 112 5 2CA/-22.1 BASIC HIND SPEED MPH - 160 (Volt) INTERNAL PRESSURE COEFFICENT = t 0.10 BLDG. CAT. -I, EXP.—B, MEAN ROOF HT. — 13'-0" VE BEEN MODIFIED PER FBCR STH ED. =(2017)R301TO MEET TESTED ALLOWABLE OR LOAD VALUES FROM THE PRODUCT . COMMOLDAIS Wm Cl?� r DEsL. TOP PLATE 0 �n BAR DETAIL 's 9 DIM. VARIES ARCH DTL. B SCALE: U2 I'-0' FLOOR PLAN SCALE, 1/4' . I'-C' NOTE. -2-8 LOW. DOOR tU/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR CoRILLE. - VERIFY CONDENSER PAD LOCATION WITH 817E PLAN. -OTHER OPENINGS CETWEEN THE GARAGE AND RESIDENCE SHALL EIE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8' (35 MM) N THICIOJE86, SOLID ORHONEYCOMD-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK OR 20-MINUTE FIRE -RATED DOORS. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PN: 407-7746078 FAX: 407-774-4078 www.sbdesWigmuµcom AA A: 0003325 J anm� rR atMDIN. S. LO N SILVERADO LOT #50 BLK. #6 PlR0JZCTN 041 .0 —5 06 MDD"+ . 4EBB "1828—CALM" GARAGN 9WOM: LEFT PACIE: FLOOR PLAN 150 MPH EXP B umnc e."P Al N-19'-®' BLDG. 1-IGT. FYF^ON LVpX24 --------------- OR EQUIVALENT SHAKE SIDING \ AS 8F'ECIFfED (TYP.) b' TRIM BOARD (TYP-) FRONT ELEVATION SCALE: V4 - I'-®' TEXTURED FINISH I6'X62' FYF'ON DECORATIVE SHUTTERS OR EQUIVALENT I� OFF RIDGE VENT OFF RIDGE T AREAMATTIC • 23"sm FT. NETfARV901AT10NAREA MWIRED V3m RETVAR®MMATIONAREA 2304 /30D - 7m VBVUTION AREA R S6 WKNES PER FT. TIN) - UX72 sa IN, M CNEMAIROVEWLAMON . .5x itK72 IN UPPER PORTON OF ATnC 5935 so. ai. OFF PoDHVENIIIATIUMAREA . n5s%lN.mvB4T 5E7.3F/235 ALlOF VE)l19 REQURIED . 4SM7 AIrOFVENIS PROMO® . s 'AREA OF ATRCISTHEPfltlMvf9t OFTHE NIXRiE, uss TNEOVBRNNG MOrWRof wAuroOOOROROF Wu xOOVFINANf�E IxnuD® ,►B'-B' BRG. HGT. LEW] WIN NFE7 LEM u OFF RIDGE VENT REAR ELEVATION SCALE: 1/4 • 1'-0' TEXTURED FINISH �A—— - — - — - — - — - — - — - — - — - — - — - — - — - --------------------- OFF RIDGE VENT LEFT ELEVATION ALE. 1/4 • I'-C' TEXTURED FINISH OFF RIDGE VENT BRG. HGT.o_ 'v i- iv 0'-0' FIN. FLR IN. GR E - ----------------------- ------------------- 4 RIGHT ELEVATION SCALE. 1/4 • Y-O' TEXTURED FINISH B'-B' BRG. HGT. '-C' FIN. FLR u A DEC0.1 DTL. 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774-4078 www.abdesfgngroup.com L AA N: 0003325 anon, 3fi mlv At LOT. SILVERADO LOT #50 BLK- #6 04 22 00 — 0 MODEL: 4EBB "1828—CALI" OAMAOS SWUM.* LEFJEB PADS: ELEVATI 150 MPH L� Dw� 1/17/19 1sCALS: 1/4"=1'-0" 1s18ZST A2 D u ELECTRICAL LEGEND DESCRIPTION RSWTCH -WUAY OUTC 4 j -WAY SWITCH MMER SUNTC 4 MUTTON rl U3.ONJECT T NERMIOSTAT -=90 TINGLE RECEPTACLE (G6vlJC-AMP BK+I.E POLE) � i®V DUPLEX RECEPTACLE W DUPLEX RECEPTACLE(EQUIPPED TH GROUND PAUL1 RlPTERRAMPER RESISTANT TYPE) VV DUPLEX CUTLET (HALF OF OUTLET D TO SWITCH) XTERIOR WATERPROCFAGFI CEPTACLE (GROUND PAULT TERUPTEW IDV OLLADPLeX RECEPTACLE ® IOV DUPLEX RECEPTACLE (FLOOR D) RECEPTACLE (4 WIRE 70R) MOUNTED LIGHT TLNG MOUNTED LWT ENi LIGHT LIGHT SCONCE PRE -WIRE T PAN WITH LIGHT (I CM PER Sa F'TJ am MLB LIGHT FIXTURE 6�86 OULIS LIGHT FIXTURE mason OULB LOW? Pb(TURE ' TRACK LIGHTING TTIC LIGHT WITH PULL CHAIN } ER CABINET LIGHT ® k4' FLUORESCENT LIGHT (0ECe66E0) ® k4' FLUORESCENT LIGHT (eUPrACe T) 'z4' FLUORESCENT LIGHT (RECESSED) • z O 66 LIGHT CE68 LIGHT (VAPOR PROOF) LLMG MOUNT(=D LOW WITH J-BOX OPT. AN PANEL (FIELD VERIFY ocAr ) METER (FIELD VCPIF7- (WALL MOUNTED) -BOX (CEILING MOUNTED) LLMG NICHED FAN FAN (I CFM PER SO. FTJ r JacK O' DETECTOR (CEILING MOUNTED) Mee cmu LET FOR dAI%AdE Hrvl JACK ---v PORT NOTES, • LOCATION OF TV JACKS 4 F 4ONE OUTLETS 4 FANS TOM VERIFIED • HOMCOUNER PRE -CONSTRUCTION MEETING. • ALL B 4 20 AMP BRANCH CIRCUITS TO DE AMC FAULT PROTECTED PER NEC 210.12(b) 2014 EDITION • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GPI • ISLAND (NOT ON KITCHEN CIRCUIT) • DISNUASNER DISCONNECT TO ISE LOCKOUT N PANEL • EATIIROOM IlDcRAUST FAN TO HAVE MIN CAPACITY OF 90 CPM INTERMITTENT PER TABLE MB01A OF FBCR bTM EDITION (20n), • LAUNDRY ROOM RECEPTACLE SHALL ISE GROUND FAULT CIRCUIT-NTRAUPPTER PROTECTION FOR PERSONNEL ON FEEDERS) • WORM METHOD SMALL BE NON METALLIC CABLE AS NEC 2014 ARTICLE 800A(BX2) • ALL RECEPTACLE TO BE TAMPER -RESISTANT TYPE • dD Y BILDER 1M6 D Mt16T BE ENERGY EWNCIENT TYPE PER F1aL. ENERGY GONBERVATION (RE6IDBNTIAL EER6T ERIGIENICY) 2C11. btN ffDITIdN R4Cd1 b------------------------------ OPT. COACH UGHT ELECTRICAL PLAN SCALE. 1/4• . I'-0' MTD. LIGHT TO BE INSTALLED, PROVIDE J-mox FOR OPT. PAN L®©.� �� •© worm 17 9 Ire INUIN L� �J�o®® maEo�-,.*�mo ®aomo EFaQ�QO� 11Lca ®oo moo Imo ^,��m�a Ulu rs�ar�r ®OQ'�00 -r*-�mr �� "Rrri��ar� ©E67�EE7O© moml00 Om ©QQ�© L�71LETa om EomE© ®O© 0� 8©Q1M'ZiSSJ•�O© 0"m t[7Ot:7 �EEMEEMr'��EEEEE/EF� !�� �EEMEE�EEEEM ELM wm 0 88� ormn 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES. A ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FECR AIM EDITION (]CUT). LOCAL. CODES, AND ALL LOCAL POWER COMPANY RECUDIES EDIM. B. ALL CONDUCTORS SMALL BE TYPE TWWN/THIW L14-M NOTED OTHERWISE. POWER COMPANY TRANSFORMER f�� PROVIDE BC AMP. 1201240 VOLT, I PHASE SECONDAR:IG ELECTRICAL SERVICE. PROVIDE 3'1 COPPER (CU) N 1-1/2" CIA SCbEDULE 80 PVC CONDUIT OR PROVIDE 5 2/0 ALUM"" (AL) IN 1" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE me CLL THUN • P16 CU IN2• CONDUIT OR 8 " AL. TWIN • 1% CU IN2' COCUUT. (CONDUIT TO TERMINATE ABOVE 6OFPlT • OVERHANGJ 00t-MINA.TION SERVICE OISCON ISCT OUTC14 AND n ELECTRIC METER IN NEMA 8R ENCLOSURE ISCA/2P TELEPHONE SERVICE ENTRANCE EauIPNlNT INTERSYSTEM BONDING 190 NAL AT LOW VOLTAGE CONNECTIONS, SO AMP 0440 VOL I PHASE MLLO PANEL CABLE TELEVISION SERVICE EMRMICE EOWPMBNT 1 •4 CU SERVICE GI60U•D CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE FOCR 6114 EDITION f2011). 6/6" DIA X S PT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.•bdeUgngro up.eom AA 8: 0003325 m O 1 F V. N!e LOVERADO T #50 K. #6 PROJIMOTO 04128.0 - 006 MODZU 4EBB "1828-CALL" GARAOS SWING: LEFT PADS: ELECTRICAL PLAN 150 MPH EXP. 2 VTR 1V2� W �.. f 1 wc 1 2' I LAv � I Z l I I� I I 2 S:6LR 1,1/2' 2 WASHER 11 KITCHEN 2• 91N1c uu AUTO VENT i�na v2� h 1 'A'TLS PLUMBING RISER DIAGRAM PLUMBING PLAN IEEE,VV4 . P-0' TO 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdosoigroup.com L AA N: 0003325 avaaiv ee w2% SILVERADO LOT #50 BLK. #6 "Jl2CT 04 28.00 -50061 MODX .: 4EBB "1828-CAU" OARAGZ BWDM: LEFT FACE: PLUMBING PLAN 150 MPH EXP. B HVAC NOTES L ALL MECHANICAL EQUIPMENT SMALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SMALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATNG. ALL SEAMS SHALL BE SEALED WITH GLASS PAS s MASTIC, AND INSTALLED AS PER FBC 61H EDITION (2011) MECHANICAL SLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL ISI CLASS I AIR DUCT AS PER NPPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHUI"NEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL SE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (201'I) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2041) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED N ACCORDANCE WITH PBC 6TH EDITION (2011) MECHANICAL CODE SECTION 403. S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. -1 ALL FIRE RATED CEILING AND WALLS SMALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FSC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. IL DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. PANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DI PdWR RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LIE- SUPPLY TRUNK — BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR 000 0 CEILNG EXHAUST FAN CEILING EXHAUST FAN A LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-TI-M AIR GRILL NOTE ALL NVAC TO HAVE PROPER PANS W/ DRAMS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/K-'X2' TAPCONB WIT SIMPSOIN WS ROLL STRAP >C— OR EQUAL CEILING EXTERIOR WALL PLENUM T y AIR RETURN 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ 0SXI 1/4' SHT. MTL. SCREWS (2) SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER N CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE, MAIN COND. DRAIN 3/4' DIA, OVER HEAD • 12' FROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB ? REPRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAM, AS PER PSCR 6TH EDITION (2011) MECHANICAL BLOC. CODE SECTION 3012A HVAC DRAINS [Fo— GCORIATED NICKEL BRONZE FL. PL. —r.IhL FLOOR OR WALL COUNTERSUNK CO. PLUG . SEE SPEC, BRASS PLUG �--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE HSERIES NICKEL BRASS TOP CAULK P.VL OPTI/SPEC OFLOOR SLAB CLEAN -OUT (T FIN. GRADE OR PAVING 1'-61)W CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED gEXT. GROUND CLEAN -OUT (TYP MECHANICAL PLAN SCALE, V4 - 1'-0' NOTE, ALL MECHANICAL EQUIPMENT SHALL EE INSTALLED AT OR ABOVE F.PE. ELEVATION. I 1441 N. RONALD REAOAN SLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-774-4078 www.abdeslgagroup.00m AA k: 0003325 d 0 av0DIV ae Lor: SILVERADO LOT #50 BLK. #6 P1toiM 0 4128. -50061 KODZI: 4EBB "1828-CALI" OAItAON s.nNa: LEFT PAGZ- MECHANICAL PLAN 150 MPH EXP. B s A a aw AR NO 90723 DitINT ,&TI " 1/17/19 sCALs: 1/4'=1'-0" sigll= M1 2X4 TOP PLATE PLAN FIE -FAA TRUES IR' C-G. BOARD In- DRYWALL —­'_ Tv r 2X4 WGOD STUDS 024' oc. PIN. FLR TIONS SUPPORTING HUNG PLUMBING RES AND WALL IETS SHALL BE NOT THAN 2x4, WHERE ED NOT MORE I6' O.C. OR, NOT THAN 2x&, WHERE ED NOT MORE 24' O.C. TYP. INT. WALL NON—BRG. D1 SCALE, 8/4'-1'-0' FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R90D.1.1 ON Ik OAB, SHEATHING OR P COX PLYUIOOD SECURED PER FASTENER SCHEDULE MTL DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 5' DIA. SLEEVE, DO NOT CUT BOND BEAM - SOLID GROUT W/ (I)- "5 (2) COURSE 'DO NOT CUT THE BOND BEAM REBARS — PIPE THROUGH BOND BEAM D1 SCALE: 3/4'■I'-0' /a' Gypsum BO OR V2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL I'-,. PER ELEVATION TYP. O.H. R-4J INSULATION �WINDOW ATTACHMENT AS PER MANUFACTURES BPEGIFICATIONB REFERENCE STRUCTURAL bt2 P.T. PURRING STRIPS • 24' Oz. a' cm � `. 1/2' GYP. ILL. BD.� WOOD BASE — I 0'-0• FIN FLR_ a. ..a • 4' n W/ WINDOW OPENING n FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT. INSTALLED PER SECTION RWS.0 ON ' 0A.B. SHEATHING OR 'COX PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT 1/2' THICK, 2 COAT PORTLAND CEI'1ENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-01 FIN. FLR TYP. WALL SECTION NO OPENING NOTE: PER SECTION 9m5.1.1 - FOR ROOF SLOPETO LET, A 4 1—STORY HIP BLOCK WALL (2) LAYERS2:12 UNDERLAYMENT SSHAN 4 SY:12STEM ecaLe. 3/4 •r•o' IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, fU LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6'151 MwLM 2B GAS LINE THRU BLACK FIBERGLASS SHIINGL.ES OVER ►30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Ra08.1.1 ON l' O.G.B. SHEATHING OR;' COX PLYWOOD SECURED PER FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS VENTED SOFFIT - PRE-ENG. GABLE TRUSS WEEP 6CR8ED 2x P.T. SECURED PER STRUCTURAL DETAILS t VY MCK 2 COAT PORILAtO CO'i/f s>w�c R9xov=7L 4l7LIeD RlKG HASO W 70 NAlO/RY Pea s GARAGE DOOR JAMBS D1 SCALE: 11/2'•1'-0' 2x BLOCKING BETWEEN TRUSSES PER STRUCTURAL DETAILS STIFFBACK AT ALL UPRIGH PER STRUCTURAL DETAILS PRE-ENG WD.TRUSS — CCNT. 2x RAT RUN SECURED PER—/ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ,kPER ELEVATION S/S' GYftUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION UNNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS STRUCTURAL Ix2 P.T. PURRING — STRIPS a 24' OG. In- THICK, 2 COAAT V2' GYP. WL. BD.— PORTLAND CEMEBASE— ED APPLIWOOD DIRECTLY TO MASON 0'-0' FN. FLR a. ° a • 4 W/ WINDOW OPENING D TO PLL FBt IL texts lioD FIBERGLASS SHINGLES OVER-W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION Rews.1.1 ON J' OmB. SHEATHING OR;' CDX PLYWOOD SECURED PER t'-an FASTENER SCHEDULE TYP. MTL. DRIP EDGE O.H. 2x FASCIA PER ELEVATIONS \ VENTED SOFFIT -ENS. &ABLE TRUSS `WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS IR' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CMU 0'-0' FIN. FLR a .. TYP. WALL SECTION B NO OPENING 5 1—STORY GABLE BLOCK WALL .� SCALE, 3/V0.0' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA M: 0003325 Iq 8 m a a avaDty ae co'� SILVERADO LOT ##50 BLK. ##6 PROJMCT 4 28.00 —50061 MOD3L' 4EBB "1828—CALI" GAlewG3 9WING: LEFT PAGE: DETAILS 150 MPH EXP. I ka DA 1/17/19 BICALia 1/4"=1'-0" 82me 'r D1 A -MOLTS 4' EMBEDMENT MK EVENLY FROM FLOM TO ®1 V V Im all OUT NALS. 216E 2x6 arRAat DOOR BACK Iw fS) ® VW A -BOLT* 4' ADM E NT MIN. W 2')C WASHER AND MIT SPACED RVENLY FROM PLO= TO 6ARAOE DOOR NM N JONTO FM M TO ►ILLIN26 1.2X6 FT BLOCK a CENTER OF ® DOOR FEACM awl)AW, J-DOLTS 4' EMBEDMENT W rfo')d(,' WASNM AND MIT. TES, AALLLL L of IN ACCCq0AMK2 TO MA14tAC71#R'S INSTALLATION INSTRNKTIONS 91 EM GARAGE DOOR t BUCK ATTACHMENT CHU DRYWALL :4' OR 11X2' P.T. NAILER I SECURETHRU FRAME 4 EXTEND I Y4 INTO BLOCK W/ %' TARO" MN. SHANK SIZE .145 MN. HEAD SIZE 3300 MN. EMBEDMENT 1-Y4' WITHINS' OF EACH END 4 IS' O.C. MAX SPACING \`DOOR CASNG `DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3OR +5 A_ENDOW +6 4/5 SCALE, KT . 2X4, SECURE TO BLOCK W/ W TAPCONS OR MIN. SWANK SIZE 145 MIN. 14EAD SIZE JIM MIN. EMBEDMENT I Yi ) WITHIN S' OF EACH END 4 18' OJ+ MAX SPACING. 2X6,m SECURE TO BL W/2- ' TAPCONS(MN °BANG SIZE .145 MIN. HEAD 81ZI1060 MN. EMBEDMENT I Yi) WITHIN S' OF EACH END 4 S• CHU IS' Or— MAX SPACING. V DRYWALL 2X8, cm ❑ I'X4. OR PX2' P.T. NAILER SECURE TO BLOCK W/2.vo CASNG ONB TAPC (MIN. SHANK SIZE .145 7DTWTAnCH MIN. HEAD 812E 300 4 JAMB OR WINDOW MIN. EMBEDMENT I Yi) TO 2X PER WITHIN W OF EACH END 4 MTANLFACTUREB DETAILS, IS' OIC. MAX SPACING. NOTE, SWIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED )4) DOOR JAMB TO BLOCK +1-1//2' /n1 tIDJR 90 BLOCK +1-1/2" SAL , T . 2X4m SECURE TO BLOCK WY Vo' TAPCONS (MIN. SHANK SIZE 149 MIN. LEAD SIZE 300 MIN. EMBEDMENT IV) WITHIN B' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O.C. MAX SPACING. MUST BE ON OUTSIDE 4 2X6= SECURED THROUGH SECURE TO BLOCK W/2-Va' NON-STRUCTURAL Ills' TAPCONS TAPCON MIN.Ii' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE .800 ' CHU MIN. EMBEDMENT I Y4) ' DRYWALL 8' OF EACH END t IS' OG. MAX BPACIWY 'X4' OR MCI' P.T. NAILER 2x&+ SECURE TO BLOCK W12-V 7(s OU3D. X 4' MIN. T (MIN. SHAW SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MI.L EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN W OF EACH END 4 MANUFACTURES DETAILS. 18' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-US 1,�" /y 1TD7D01/ TO BtncK +1-15/ 8 E, N.T.D. 2X4,. SECURE TO BLOCK W/' TARO" MIN. SWANK SIZE .I45 MIN. HEAD SIZE 300 MN. EMBEDMENTIYi) WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X ID' O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2XS,m SECURED THROUGH SECURE TO BLOCK UY2-%' NON-STRUCTURAL i(e' TAPCONS TAPCON MIN. I-Y♦' (HIM SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT IYW) 8. CHU 8' OF EACH END 4 )S• DRYWALL IS' D.C. MAX SPACING 2X8m -- R I'X2' P.T. NAILER SECURE TO BLOCK WI/2-Nlfe' CASI TAPCONS MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW MIN. EMBEDMENT 1 Yi) TT AGH TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. 18' OJ:, MAX SPACING NOTE, 8141M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLOCK +2 4' y�ATO BLOCK +2 1 4' 2X4= SECURE TO BLOCK W/ TAPCONS (MIN. SHAW SIZE J45 MN. HEAD SIZE 300 MIN. EMBEDMENT 1 YW) WITHIN S' OF EACH END 4 T NOTE, STRUCc STRUCTURAL AL2n IS' ' O.G. MAX SPACING. BE ON OUTSIDE • SECURED THROUGH SXCUR0 BLOCK UYU-I(r' NON-STRUCTURAL Ills' TAAP�CO6TAPCON MIN. I-Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • CHU MIN. EMBEDMENT I Y4) ' DRYWALL WITHIN S' OF EACH END 4 'X4' OR 1'X2' P.T. NAILER IS' Or- MAX SPACING. 2XOm SECURETOBLOCK W1rJ-ir.• (MIN. DOOR CASING SWANK SIZE .145, MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IS' O:C. MAX SPACING. MANUFACTURES DETAILS. DOOR JAMB TO BLOCK +3" E SCALE, KTA. 2X4m SECURE TO BLOCK W/ ' TAPGONS (MIN. SW" SIZE J45 MIN. HEAD SIZE J00 MIN. EMBEDMENT 1.49 WITHIN S' OF EACH END 4 NOTE. STRUCTURAL 2X IS' O.G. MAX SPACING MUST SE ON OUTSIDE 4 2X6® SECURED THROUGH SECURE TO BLOCK W/R-ifs' NON-STRUCTURAL 11L' TAPCCNS(MIN. SHANK SIZE TAPCON MIN. I.Yi 145 EMBEDMENT INTO BLOCK MIN. WEAD SIZE 300 Y' MN.EMBEDMENTIsI S CM W OF EACH END 4 Jj' DRYWALL IS' O.G. MAX SPACING. 2X6,QNINo I'X4. OR PX2' P.T. NAILER SECURE TO BLOCK WW2-%, 2ND 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER ,I45 W/(2A241 WITHIN 8' OF EACH MIN. HEAD SIZE 300 END 4 6' TO S' O.C. MAX MIN. EMBEDMENT 1 Y49--DOOR CASNG WITHIN 8' OF EACH END 4 DOOR JAMS OR WINDOW IS' O.G. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE. SHM AS NEEDED TO PLUMS JAMS (DO NOT EXCEED YV) DOOR JAMB TO BLACK +3' TO BLOCK +3" F K 2X4se SECURE TO BLOCK WNW TAPCONS(MM. SHANK SIZE I45 HIM HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X WITHIN S' OF EACH END 4 MUST BE ON OUTSIDE 4 IS' O:C, MAX SPACING. SECURED THROUGH 2X6® NON-STRUCTURAL SECURE TO BLOCK LL01-1/4' TAPCON MIN. I-Y4 TAPCOI•B(MIN. SWANK SIZE EMBEDMENT INTO BLOCK. 145 MIN. HEAD SIZE 300 5, CHU MIN. EMBEDMENT IYW) ' DRYWALLWITHIN 8' OF EACH END 4 W O.C. MAX SPACING. 1'X4' OR VX2' P.T. NAILER 2XB4sED ❑ SECURE TO BLOCK WA-1/4' Yo- O.G.B. X 4' MIN. TA 10" (MN. SWANK SIZE .I45 DOOR CASING MIN. HEAD SIZE 300 MIN. EMBEDMENT IYW) DOOR JAMB OR WINDOW WITHIN S' OF EACW END 4 ATTACH TO 2X PER 18. O.C. MAX 6PACW' MANUFACTURES DETAILS. Hem 4•M Y N®eD ro fauta sw foo xv, o®k� DOOR JAMB TO BLACK +3-7/18" G W.M B + 7 e" E, KTA. 2X4m SECURE TO BLOCK W/i4 TAPCONS MIN. SHANK SIZE .145 MN. HEAD SIZE 3" MIN. EMBEDMENT 1 Y49 WITHIN S' OF EACH END 1 NOTE: STRUCTURAL 2X 18' J MAX SPACING. MUST BE ON OUTSIDE 4 , 2X6s>o SECURED THROUGH SECURE TO BLOCK UJA-V4' NM -STRUCTURAL Nlfs' TAP0" TAPCON MN. 1-Y4' (MN. SHANK SIZE J45 EMBEDMENT INTO BLOCK. MIN. HEAD SIZE 3" MIN. EMBEDMENT I Y4) 8' CHU WITHIN S' OF EACH END 4 A* DRYWALL B' O.G. MAX SPACING. I'X4' OR MCI' P.T. NAILER 2Xacm ' SECURE TO BLOCK W/1jirmr!AmFFACTURE6 - PTX 4' MN. TAPCONS CASING (MIN. SWANK SIZE J48 MIN. FBAD SIZE 300 MIN. EMBEDMENT I Y4) JAMS OR WINDOW WITHIN 8' OF EACH END 4 TO 2X PER B' O'G MAX SP'C DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi ) DOOR JAMB TO BLACK +3 3/4' H M TO LACK +3 4' 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-7744078 FAX: 407-774-4078 www.abdeslgngroup.com L AA #: 0003325 lQi Y O a IlR mtv. Ae w p SILVERADO LOT #50 BLK. #6 IM MOn CT —5006 ODICU 4EBB "1828—CALI" APtA0Z 81RN0: LEFT PAGZ: DETAILS 150 MPH EXP. B ROLMD A ABOU"CRA L AR NO 907M J DA 1/17/19 82930" D2 PRODUCT APPROVAL LISTING - - - - EXPIRATION DATE FL 17325.1.2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17232.6 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17234.2 FL 17232.4 FL 17232.3 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 17246.1 FL 6223.3 FL 17325.1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERK AN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2020 FL 14039.1 PLYGEM SINGLE HUNG - 2017 FBCR 7/31/2019 FL 14634.2 PLYGEM SLIDING GLASS DOOR - 2017 FBCR 7/31/2019 FL 15264.1 PLYGEM WINDOWS MULLIONS 2017 FBCR 7/31/2019 FL 14253.1 PLYGEM FIXED GLASS - 2017 FBCR 7/31/2019 FL17676 MI WINDOWS & DOORS SINGLE HUNG - 2017 FBCR 6/16/2020 FL15332 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2017 FBCR 6/16/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 6/16/2020 FL 15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2019 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 15279.5 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 5891.1 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2017 FBCR 12/31/2020 FL 10758.2 OWENS CORNING ROOFING ROOFING ACCESSORIES 2017 FBCR 10 13 m20 FL 10477.R7 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2022 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 23223.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13265.1 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL4103.1 TAMKO ROOFING ROOFING ACCESSORIES 2017 FBCR 12/31/2020 FL 7006.4 KO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL 158.1 CASTCRETE STRUCTURAL LINTELS 2017 FBCR 5/21/2022 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED UST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM 0 WW W.FLORIDABUILDING.ORG CONTROL DATE: 01/14/2019 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com L AA 8: 0003325 BIIIIII amm summ ac EVA SILVERADO LOT #50 BLK, #6 1pnojwTjp 04128.002-50061 MODEM, 4EBB "1828-CALI" OARAoa 8WDIG; LEFT PAOls PRODUCT APPROVAL LISTING %150 MPH EXP. H LV AR NOABo0CF1ACRA D MT 1/17/19 DCALM 1/4"=1'-0" SHE= D3 Plllw%OR'ED ClomrROL JONT R.ANRE OF CONTROL JONT6 TO BE WNED TOO TO LATH • S' = MAX (VESTA NimL DO NOT PASTEN CONTROL JOINT TO aMN.L EVEN F STUD EXNT6 BEYONLaoD 1XCBPT STAPLER W KACOYNTROL"NBE 1.1600 T TO'T. DURING INSTALLATION —� FA6TEilISS t0 DE SPAC • 1. OL. MAK VERTICALLY / i \ 3 COAT CPENt \ Um LAYER b. PORTPEER BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERTJ OD. MAX AT SUPPORTS OMB LATER % STUCCO WRAP WOOD SHEATHING YroI• dr Mrs LATH SMALL NOT BE C�INIA" e• TO v ro r T14SOWW4 CONTROL \ JOINTS BUT SMALL BE STOPPED AND TIED AT EACH SIDS. PER ASTM C1061 PISOVIOE 2X4 1111LOCKN6 1JD14 PLACED FLAT MAX. 6' TO V \ FROM CONTROL JOIN!, WHEN CONTROL JOINT FALLS ON aL 6TRJOTURAL STUD ASTENM FOR LATH TO BE NM6 STAPLES N COM MIANCE UV A6TM CI065 i 2. UM TE8 TO OE MO. 0) 00416' WIRE / 1. BLOCKING 6NOWN MAY TSE IN ADDITI7 \ TO WALL STID6 REMNED PER PLAN OL110.D N{MRi.FT.A Ot rcLD INAMO . FI. A L CIMAM • R.6 L CIIllil.4a • M. C OL POLO 14100. FT. A L CRAM{ . Fr. 6 • Vt1Lp ..I • ® 1- 1RSL10 . FI. A L GOWN . IA. 6 Los.r.Fr.e A. P" Fr. C &.W I". SCITOM K."Hall • w Y� r 0 tIIDTr01'I RANy NMTR 14HT ..' POLD. III CIS,. womg APPROVED GWLONG, WRAP SMALL OE LAPPED A MNMM OF 6' • VERTICAL LAP& (ROLL E106) / 6' R HORIZONTAL LAPS, ALL b"'S NEtD TO BE TAPED WITH FOR(RBER S/EATNING TAPE / r nN LAP . rS14L un1 \ LATH VERTICAL LAP TO ON I' METAL LATH awe LAYER'l. STUCC'D tMMAP P � I YIIB LAYER 9, I,ORiPIeOa �BUILDRYi PAPER JII r'V-AR LAP 2 SCALE, t1 fW-I'-m' Q KICKOUT DETAIL ~'thy i IS LFL \ a� wlaRNmrlcw CAI :i m "•rLL � QM — t•—"A1 LAF,.'—laa ALL LAP b9m SIDE LAP6 OP METAL PLASTER DASE6 SMALL BE SEL1R® TO PRAIING MENDERS, THEY SMALL EE TIED BETWEEN SUPPORT! WITH 00410-N (121-MM) IBRE AT INTERVALS, NOT MORE THAN S' (nS-ILtU AS PER ASTM CI061 TAU. POR REPAYS CP TEARS N u1® LAYERS, TEARS MAY BE PATCHED W 40UN ~ TAPE PER MAMP. SPED OR PEEL 4 STICK WOOD BTNC 6HEATHING OWLONG- PAPER STUCCO — j' THICK 3 COAT CEMDNt PLASTER METAL LATH WPM LAYER 9. PORTPNDER SUIL.DMG RAPER LATH • PARR WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT I-LASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP UPS 4 TAPE OVER ROOFA JALL SCREED 5'X5' 'L' TYPE CONTINUOUS CTALv. METAL FLASHING (NAIL TO ROOF DECK NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T,S. w 4• CUT AC OVERLAP ONE 6. OF SELP-ADi- R MVISMArE —� FLASHING STEP 01 NVALL FASTENERS (CLIPS. STRAPS, STAPLES) AS — lmmim D TO BLCURE PPE/ WINE TO PRAMNS PIPE N.T.S. 6�� 6516' SELF-ADIERN6 MO'OIMA E FLA6NN6 (COMPATIBLE W MOM WRAP MATERAU OVER~ SELF-ADNERM MIEI'OR" FLA9MN6 OVER APPROVED MOWS WRM. PLA6HN6 TO ®[T6C !f)T� PIP! W LAYER 9. POMPOM BuLto" PAPER METAL LATH &%&' SELP-ADHERING MIER" FLAGNM OVER APRSDVED MONSE WRAP. FLASHNe, tO e><Tt61e a+r0 PIPE 4'A4' SELF-ADFBRNI MEFORANE R-48N tL OVER APPROVED HOUSE WRAP. R_ASNMG 70lXTQA'] m PUM COW. BEAD OF SEALANT An SECTION PER SECTION R7N.7 OtWkrY1M TRW oW Wluo ,hall r use o1lh to application .hall comPh Rith T C928.1 ragWnmerta alASTM C>R&iZA. InatalHtion of Warlor Wt*V andWanry shall comply with ASTM C 106312A TRATION DET imel _o O DRAINAGE PLANE (URB LAYER 01, STUCCO UURAP) UWRB LAYER 02 (FORTIFIBER---•-•- - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER SECTION R103.11 / A5TM C-841-05, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.6078 FAX: 407-774.4078 www.abdeaig%mup.corn AA 6: 0003325 at s V O 4 R iuiwly. a 1,02% SILVERADO LOT #50 BLK. #6 PROJ=T 04128.002-50061 MDDRILA 4EBB 111828-CALI" GARAGE NWZNC: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B BACKER ROD BACKER ROD WRB LAYER 01, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(6) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SF.C.II&N's OF FLASHNG TO BEe I. BOTTOM, 2. SIDES. 3. TOP VENT CAP 16 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 16 TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROWD VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON 1 61DES, V CAULKMCs *JOINT ALL PER SECTION R708.7 Exhow Whl�and� Exterior use of pordand cement plaster shall comply with the application requirements of ASTM C 92612A. installation of exterior lathing and framing shall comply with ASTM C 1083.12A. HOODED VENT J' THICK 3 COAT CEMENT PLASTER METAL LATH WOO LAYER 4, FORTIFIDER 15UILDNG PAPER WOOD SHEATHING DRYER VENT (FRAME) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TOBE PER SECTION R-103.7.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 1l SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'ClUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE--� FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER — UNDER 'O.UIC K FLASH' A VENT PENETRATION SCALE, ?,LTA. CUT OPENING IN APPROVED HOUSED R:AP FOR BOX INSTALLATION WRB LAYER Of, STUCCO WRAP UIOOD SHEATHING APPROVED HOUSEWRAP BELOW ELEC. METER FIEL i VERIFY LOCATION ELEC. METER FIELD VERIFY LOCATION GUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY STUCCO SCRATCH COAT APPLY TO FA EDGE AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. 7*0* METER AREA TO RECEIVE STUCCO SCRATCH COAT t 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION APPLY E-Z OVER 60 M GRADE 'D' FELT-PROVI SEALANT Al JOINTS AND INTERSECTIC r q1 dell uuilnall"A WOOD 6HEATHNG WRB LAYER ft STUCCO WRAP 18RD LAYER -1, FORTIFIBER BALDING PAPER METAL LATT14 6T.7 WOOD -FASTaN TO WOOD STRUCTURAL FRMaIER • 1' O.C. MAX X' TO )r Mm _„w L WEEP SCIaClD W WIDE STRIP MJ` ADHESIVE FLAWINICk CLEAN MASONRY BEFORE AFPLYN9 ® HORIZONTAL WEEP SCREED (FRAME TO BLOCKI e' WRES LAYER 9, STUCCO WRAP CUT 'X' INTO SELF-ADHERNG'?: MEMBRANE FLASHING`` APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRO LAYER h STEP 1*1 STEP 12 UJRB LATER 01, T S UGGO WRAP STEP #3 APPLY 60 MIN - GR.ADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP ®SELF -ADHERING MEMBRANE FLASHING WRB LAYER s2, FORTIFIBER BUILDING PAPER STEP 1*4. ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEF *S STEP *(o OELECTRICAL RECEPTACLE 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774 1078 WwWAbdesigngroup.wrn AA N: 0003325 >fEVSDIV. Nic LOT. SILVERADO LOT #50 BLK. #6 PRO"=TIP 04128.002-50061 MODZU 4EBB "1828-CALL" GA tAiO! 8Vn NG: LEFT PACE WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — L 2 1/2' L CORNER BEAD (FASTENER 4 SPACIW.% m I' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD ® BLOCK 1441 N. RONALD REAOAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesWigoup.00m AA k: 0003325 amm s umlV.. 4k Lo7z SILVERADO LOT #50 BLK. #6 PnommT* 041 0 -50 61 MoDuLa 4EBB "1828-CALM' GARAOE BWtNCP LEFT PAOM: WALL ASSEMBLY DETAILS 150 MPH EXP. B DATM 1/17/19 weltm 1/4"=1'-0' srtcuT WA3 LEGEND DRAINAGE PLANE (UJRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x woos WNGTow-TION CErOND WOOD &EATNINO— eVX IATWIFt MEE a �sleTrve GEATNER V E TIVE- DARRIER O X?t.Wr a0m PLA04Jf3 NOtl- OTAX" STRIP STUCCO / \ / R.AGNINS RNO 1WMATMM IRM6TIVE \ UGATNEI!RAW" \ \ BApWER 4 6ALvD PUTAL on / aiEoo Tw MAR GOAL GAP UWAIILKM / OR APPROVED WALANT #: CAGM SIDING TO STUCCO ® BLOCK TO FRAME n TRANSITION avaniv. m SILVERADO LOT #50 BLK. #6 PROJWT# 0 061 1[ODZIs 4EBB "1828-CALM" *ARAQZ BVIUM: LEFT PACZ: WALL ASSEMBLY DETAILS 150 MPH EXP. B 2x6 SUB-BANb W/I'x4' NOTCH END, WRAPPED IN PEEL 4 STICK 1 DRIP EDGE 1\\ I\ 1/8' TEXTURED I \ FINISH • WOOD 1 \\ 1/2' TEXTURED \ FINISH ® CMU \ METAL FASCIA \ WRAP )fi' FROM \ STUCCO, I' FROM \\ WOOD WALL \ EXTERIOR WALL \ \ (FRAME OR CMU) \ 14' TEX7URED FINISH s IU=, 1,12' TEXTURED FBJISH s cm METAL LATH METAL FASCIA UIRAP WOOF "ATHING OR cm URS LAYER M, STUCCO WiAP(FRAME ONLY) — WRIB LAYER 02, FORTPIBER EIUILO -s PAPER (FRAME ONLY) 2X6 OUD RAND M� ROOFING CEMENT DRIP ECGE ©FL AN B METAL KICK OUT NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ROOF KICK OUT REMOVED \\ \\ FOR CLARITY \ ROOF DECK (BEYOND) \ DRIP EDGE, I' OFF WALL ,(NOT INTO STUCCO) '"1/8' TEXTURED FINISH • tWOOD, 1/2' TEXTURED FINISH ® CMU \ 2.6 SUB -BAND W/1'x4' NOTCH • END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL t vi II I PRE-ENG'D TRUSS TO BE CUT WALL LINE TO AVOID CONTACT W/TEXTURED FINISH SCABBED TO TRUS W/12d NAILS 6'-8' O.C. MAX, 2x SUB -BAND W/%'x4' NOTCH ® END AL FASCIA WRAP PL JAN ,A DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0 WALL 3• x X..:;>.., x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x X x x X x x x x x x x � I x x X x x x x x x x x J. x x x x x x x x x x x x x x x x x x x x x x x x x x x x - �ME OR CMU T PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%'x4' NOTCH END, WRAPPED IN PEEL 4 STICK 'ROOF CEMENT i ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/t4'x4' NOTCH END, WRAPPED IN PEEL 4 STICK •ROOF CEMENT c ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesI"mup.wm AA M: 0003325 L4 8 V 0 E �VaDIV. ds IATs SILVERADO LOT ##50 BLK. ##6 rmoi=TN 04 .0 -5006 IWDZIs 4EBB "1828-CALI" OAP-%GZ :1Rxo: LEFT IPAGIM WALL ASSEMBLY DETAILS: SUB -BAND %150 MPH EXP. B A ABOUCFACPAI D = 1/17/19 WEE" WA6 �uvA 4" CONC. �0S 0ue T� OP OF T SLAB 39'.8" T-4' — — — — — — — FM-12X18 • I 4" CONC. LLI SLAB w ' 1 F-24X24 19' 3 , 2 LL 10 10'-0 .1 ' 1 EXTEND FM-12X18 1 SLAB 1 12' 1'1 1 .1 I I ,�� TT OP OF I. SLAB I I •I I I LLI I I• I I I I4"PVC CHASE �--�•�— I 1 — - 512 l-=4 4" I ILL o I I EXTEND - I. 2 SLAB 1 12" — — FM-12Xi8 W 1 � 4"CONC au �N law SLAB oa I 3'-4" I LL I N �-3 12 I 7 12 0 I L�_ I FMC-12X18 FM-12X18 FMC-12X18 FM-12X12 L 1 FM•12X18 J 4 4 2'-8" 181-W 2'-S" T-10" 10'-Z" 4'-4" 14'4" 21'-f 39'-W FOUNDATION PLAN SCALE: 1/4" - 1'-(r FOUNDATION NOTES 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +-U-01. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHEIR MSE. 4. REFERENCE ELEVATION +_0'-0", SEE SURVEY PLOT FOR NGVD. 5. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. 8. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 12" FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WTH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WMNDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WMNDOWWDOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAVWNGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.EINDICATED N5 BAR, BNDICATES AS BAR, 8DICATES #7 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90" HOOK. BARS SHALL BE PLACED AS SHOWN IN HE PLANS. 12. SPLICES IN REINFORCING BARS SHALL NOT BE LESS THEN 48 BAR DIAMETERS 05 = 30", MB -38"), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALLALLOVWABLE SOIL BEARING CAPACITY OF 2,00(FSF. TRANSFER REINFORCING (TOP STEED HAS BEEN DELETED UNLESS NOTED OTHERNASE. 14. VERTICAL REINFORCING IN CMU SHALL BE A5'S AS SHOWN ON THIS PLAN, UNLESS OTHERVNSE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS D) ALL CORNERS 15. STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I, 530-13/ASCE 5-13, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I.530-13/ASCE 5.13. USING: Fm = 1,500 PSI, TYPE -M" OR"S" MORTAR, ASTM C476 GROUT ("0 PSI), UNITS LAID IN RUNNING BOND, 10. WIRE WELDED MESH LOCATED IN THE MIDDLE TO UPPER i OF SLAB SUPPORTED 3'-0" O/C MAX. SEE PLAN FOR W WM SIZE. INSPECTOR NOTE: 1. STRUCTURE WAS DESIGNED BASED ON THE 2017 FLORIDA RESIDENTIAL BUILDING CODE, RESIDENTIAL, Slh EDITION SLAB SCHEDULE SLAB I THICKNESS I REINF. I REMARKS 6x8 W1.4xW1.40VER GENERAL 3 12' 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE QUANTITY AS BARS IN FOUNDATION WTH 30" LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. TOP REINF. T.O.F. LONG TE-1 8" SEE PLAN 10' - FM-1202 12" CONTINUOUS 17' (2)*V. FM-12x18 7' CONTINUOUS 18' 2 NSh +0'-0" FM-18x18 16' CONTINUOUS 18' - ()s5's •0'-0" FMC-1208 1T CONTINUOUS 1S" 751� VARIES F-24x24 24' 24" 7' a a (_)0'_4•• 19 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesVigroup•com AA 0: 0003325 IF UNDIR & Lr02% SILVERADO LOT #50BLK. #6 R OJ=T## 4 02- 61 MODMIL: 4EBB "1828-CALM" OARAIOE anDM: LEFT PAOZ4: FOUNDATION PLAN %150 MPH EXP. B 30" IN. EACH WAY MONOLITHIC FOOTING ° vP Z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND Z 2 STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND r s ( d SPACING REQUIREMENTS aa O Y SPACING REQUIREMENTS • '••o' P,", �, m U W } lv. { . • •, _..._..' .' � �'� w GARAGE DOOR RECESS U J It a Q o S�FM •.. � it W Z 8" CM WALL O W 8" CMU WALL ° . � CORNER BARS, SAME SIZE AS BAR � W 8+ O fO b Z IN FOUNDATION WITH 30' LEG EACH ' W = TOP OF SLAB SLAB WAY AT ALL CHANGES IN DIRECTIONS 60 THAT 7HE STEEL REINF. IS CONTINUOUS. N N �TOP .--rSMATCH AMOUNT OF CONTINUOUS-6 CURB FOR EXT. PORCH SLAB W/ i/2" ISOLATION ° "".. SEE SLAB SCHEDULE 4" CHAMFER (1STORY) ,S. ..� .,. SEE SLAB SCHEDULERAGE EXT. PORCH SLAB 4" CHAMFER Il ,MASONRY CONTINUOUS STEEL MONOLITHIC • �' FOOTING REINFORCEMENT SEE SCHEDULE Z'0" UNITS SET AT ELEV: JOINT (WHERE r.'� S" CHAMFER (2STORY) #4 2N' (iSTORV)' W/ 1Y2" ISOLATION * 8" CHAMFER (2-STORY) .: APPLICABLE) Z SEE SCHEDULE #5 3a' JOINT (WHERE , •! i EE SCHEDULE FOR WxD, BAR SIZE APPLICABLE) a z FOR WXD, BAR SIZE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING AND BAR QUANTITY #8 30'DIFFERENT AND BAR QUANTITY NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST #7 47 42" NUMBER OF BARS (la. 2 TO 3, PROVIDE 2 BARS), UNO EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 scALE:34'=1'-a' 2SCALE:3/a"=V-a• CORNER BARS DETAIL DOOR OPENING @ GARAGE 3 4 scALE: 3/4••=r-a' SCALE 3/a"=141' Ww I 5 1aq NEW REINF. BAR (L SECURED W/ 2-PART 2" CAPPED EPDXY. MIN. EMBED I GALVANIZED PIPE Q W/FLANGE a BASE 0 FOLLOW ALL MANF. N SPECIFICATIONSFOR 4 USE AND PREPARATION OF O _ HOLE. SECURE FLANGE TO w J SLAB VW14)1/4•' X 2 1/4" - o $ TAPCONS 4" CHAMFER (1STORY) S• CHAMFER (2STORY) ADDING BAR TO BOLLARD MONOLITHIC FOUNDATION 5 6 SCALE: 3la''=1'-a' SCALE: 3/4''=1•4" STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS Z o> W U � J ON 8" CMU WALL M = tb I" .. TOP OF SLAB SEE SLAB SCHEDULE ZkFOR "ISOLATED" COLUMN PAD CENTERED UNDER WALL AND POURED MONOLITHICALLY W9TH FOUNDATION AND SLAB EDULE ,BAR SIZE -AND BAR QUANTITY COMBINED EXTERIOR MONO - FOOTING AND COL. PAD 10 SCALE: as"„• -a' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdoeigngroup.com AA #: 0003325 QA 4 0 0 oulmly a LioT SILVERADO LOT #50 BLK. #6 [PROJWTIP 04128.002-50061 MODW44 4EBB "1828—CALI" 0ARAoa OWD10: LEFT PAOM DETAILS %150 MPH EXP. B L AR No 93723 I DA 1/17/19 ISCAM 1/4"=1'-0" 9tilL'icR' S1.1A DOWEL PLAN SCALE: 1/4" - P-0" d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwwabdostgngroup.com AA #: 0003325 BulwlV. at Lop SILVERADO LOT #50 BLK. #6 PROJECT 04128.001-50061 MoDSL. 4EBB "1828-CAL ' OARAOS 8WING: LEFT PADS: DOWEL PLAN 150 MPH EXP. B DAR M 1/17/19 8CAL.S: 1/4"=1"-0" ss1.2 TIE VERTICAL REBAR TO HORIZONTAL ToH W/10'HOOK GROUTED BOND BE4M ° VARIES PER ELEV. Z .I .a Q CLEAN OUT REWIRED O FOR INSPECTION co FIN. FLR. TIE ERTICALREBAR . °� 3 • TO HORIZONTAL REBAR W/10' HOOK BAR SIZE 48 BAR DIA Z� #3 1 18" O #4 24" U #5 30' #8 38" #T 42' HORIZONTAUVERTICAL REINFORCING (�> #5 BARS FE1 �1 CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS SCALE: 3/4"=11•0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-774-6078 FAX: 407-774.4078 wwwAbdealgngroup.com AA N: 0003328 '� aysa:v ee tvr SILVERADO LOT #50 BLK. #6 P 4 JMCTO 0 61 MODS1, 4EBB "1828—CALL" GAPAGX 8WING: LEFT PALM DETAILS 150 MPH EXP. B ARc��rttcr: AR NO 00723 DA1/17/ 99 aCALZ- 1/4"=1'-O" main= S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA16 VW (9)10d x 1 12" HDG NAILS. SMALL JACKS a 9' MAY BE NAILED VW (10)d x 1 12" HOG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA WI (10) 10d x 1 12" HOG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 12" HOG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. 8. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4'. 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEWAND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 PBS38, .177" " x 2 7l8" LONG, WITH WASHER Q 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12. ALL ELEVATIONS ARE REFERENCED FROM r-0", FINISH FLOOR. UNLESS NOTED OTHERWISE. BEAM SCHEDULE ERRRM INDICATES OPENING BELOW / T.O.B. = TOP OF BEAM ( B.O. L. = BOTTOM OF LINTEL / T.O.A = TOP OF ARCH / T.O.S = TOP OF SLAB ABBREVIATIONS E.E. = EACH END, O/C = ON CENTER, F.E.S. = FROM EACH SUPPORT, T.O. = THROUGHOUT MARK DESCRIPTION ( D SIZE REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BBi MASONRY 3000 8x8 (1)15 N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS SAFE LATERAL 8" PRECAST 8 PRESTRESSED LOADS FOR U-LINTELS SAFE UPLIFT LOADS FOR 8" PRECAST 8. PRESTRESSED U-UNTELS A SAFE LOAD - POUNDS PER LINEAR FOOT /IN S'�� D SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 41sa sun Woo was N'M1 Wan Nola TYPE LENGTH Sll6 RCAR) TYPE LENGTH 1114T Wear WHIT won 1Fr1T rn1T hart Na11 62VIT N71m Nat? 1Fa1T Wan www &JS M/1 Wets rwle Rents r1w" mme rats 7r (KC) PRE 'G$T 2381 sla em ew IM 10s4 !a feat �r (� PRECAST 18ib tm'1 iBYB Yr (4L� PM�CMT 1m UK aN 4w MM 11n mt 3w 4w s1111 TN7 W4 10M itw tw Yw Bat Oat Ya m 1a1 40 (m') PRECAST 79IS ♦r (IB') PRECAST 7S6 70S 1709 4b' N87 PRICABT WO ale 4w Na 7w own um ttm awe all as 3w 4w sm lm 4d. )S47 PRECAST lIm 1w as as 4m Ma ew ItA' PRCf 0� d91 107D 46' PRECAST ar as aw as 4w 41'" as sia 4m 11a MR 1171 1mt III Vr no m7 77111 4m 4H1 aA rr ro4i PlvoAsr i217 tw to Iw aW sia ala 4m rr la'► PRECAST N7 4N 74a rr @4') Palma In I Nw as m• um 4m Im ■w as 7w50. Im Ing m1 as sill am 4m r-1r (70•) PRECAST 100Z 11a Hill Im Na " as Ma S'-1r (M PRL•f'/IST D40 D89 B/9 r-1r (M PRECAST w 71p M. 41a 14BI a1a 4w n as m 1w w11 I w1 I siW am 4131k rr 1789 PRECAST OMlal Im sin sm m on7 4m ml rr (W) PRECAST 007 721 4w rr (7r) PRECAST m , al, sin Ma M M s1a w ur Im as as wt ra rr Wr) PREC/IBT 7N tw 'M1S" Mn PRECAST 424 574 DSD rr l009 PRE'!'i1Ef IMt tm Bllt lla aM Now 710 11N Iw >m Na 711D wl rr hM7 PREVIST B4 w Illl tm m Ma as as INC (1127 PRECAST 325 512 nO rr (112� PRC4IAST m w , 1 m m tw ua w1 sw m m tits w +w w/ ten trr pse) PRECAST 4►I m m teN as m7 M1M wl tar (12r) PRECAST 2M 4ot teo tar (125) FRELaET m m w 1 all m +or Iw tw sm m m Im W2 IM as as 17'i' (iDr) PRECMT 862 m m IM Im as am 4001 11'i• (7Dr) PRECAST 7I0 4� 164 11'r (IDS') PRECAST 4n w m Ilr 1si ,m w m ua Im Na sir 4m 4" w I= /w Isis" aw t7r. (t447 PREOAST DD7 m m iw Iw M 7m im I" (144n PRBOMT 244 402 137 1 17.7 (IN) PREGBT 471 4a m m II 1 Im w m +w IRA 171s go as 4" m w an 1 Isla. m t7r pow) FRECAST MR,wt wl is na Ma 11a aU aD I" (ion PRECAST 217 921 110 l7r Mn PRECAST 418 a/ w m m 1 to m tw us I= as 1m a 410 m Ha 1n look. Iw u-0" Mn PRECAST 279 4N m n11 tm W>cm 14%V (ISS'► PRECAST 2110 20.T 100 1*-0' (ion PRE AW w m m to m tw 4a m Iw tm tlr tm an {u 416 147 ,Oa I I Iw trr (17r) I NR m wm Ill wM wm 1418 (176') P NA 2M M 14 A' (17S) P m m w m m m m m 1 m ,N 11s1 Im m m Im mMN an atl Irr (ion PRIBiR NA m71L low (ion PRBTit� NA 2I0 S8 Irr (1S4•) PREBIR w m ell IN 4mw m w m sit 1 tell 4a Flo 1Ta1 » zoo as Irr R�9 PREiIREBB® NA m m m m m Ir4• ( ) PRe81 NA 194 d< Irr lm9"1 PRESTRESS® m m w w 4a m To m I m un m 14m w as m w tm »W an Irr om PRYIRESSE9 NA M m MR Ia m III 1M W4• mn P�TPiB� NA 148 02 Irr MnPlOnVOW to w m m m m W w m w 1141 w 1 ww 1aN 4110 m Im 1: au lia 21W Mn � NR m m w m m 21s• pB:"1 PIE811� NA 125440221%4' G+•d:1 t47 w w m 40 m m m w m m 1114 1w UN 2rr 050) P /a w 1a m 1a w m w w w m m m m m w m m toa m m 27r �� PAwI MA lAl m MI WR 22�0' Rd•") PO N.R. w w m m tea tw tw i4'-0` Pe19 Ply NR Ill RA m m 24%7 C9 Pik N.R. 2rr Wn PRi61RM9ED IN t11 to m w si1 m w 4u m m 7r w m m m m w m toa im (e)THE NUMBERS IN PARENTHESIS REDUCTIONS FOR GRADE 40 FIELD ARE PERCENT ADDED REBAR. (#) THE REDUCTIONS NUMBERS IN PARENTHESIS FOR GRADE 40 ARE FIELD ADDED PERCENT REBAR. -ALLVALUESTN®i FROM WA LOAD TAIUW BY CASTCREM MAY X" EDITION • FINMW PRODUCTS BY CIMM TO MEETOR EXCEED VALU9 STATIDASONE -ALL PRECAST PRODUOU ARE TOI S IN STAVED PER WIMJFAC4UIHS SPECIFICATIONS • PROVIDE MMMNM4.OF K41" PAST EACH WE OF WIDOW OPENMG PRODUCT CONTROL NOTICE OF ACCEPTANCE F. E.C. P. CORPORATION-CASTECRETE DIVISION ACCEPTANCE M: 18-0126.03 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1; I: 1 1; 1; 1' 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 r------i I I L — — — — — J 8RF14- LIFT BEAM PLAN SCALE: 1/4" = l'-W LINO, PROVIDE BBt WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-r, UNO. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FLS2780 PH: 407-7748078 FAX: 407-774.4078 www.abdeswwoup.d AA N; 0003328 Jj 8111111 �ennn ow auvwxv as r oar SILVERADO LOT #50 BLK" #6 PIW"wT1p 0412 . 2-5006 UoDllr 4EBB "1828—CALI" GA ItAGtI s1rING: LEFT PAGM- LIFT BEAM PLAN AND NOTES 150 MPH EXP. B DA 1/17/19 aCAIM. 1/4"=1'-0" sifE T s2 #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ Nr HOOK — 30" TYPICAL #5 BAR IN BOND BEAM — CORNER REINFORCING OF BOND BEAM SCALE: 3/4"=1'-0" PLACE STEEL REINFORCING (L2) AS DEPICTED HEREIN. ,,°,� Olt O Q� NOTES TO THE INSPECTOR/CONTRACTOR 1. PLACE LINTEL ACROSS TOP OF OPENING 2. IF BOTTOM STEEL IS REQUIRED PLACE #5 BAR IN LINTEL 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REWIRED BEARING HEIGHT. 4. THE LAST COURSE WILL BE A BOND BEAM WITH (1)#5 BAR CONTINUOUS AROUND STRUCTURE. A DOUBLE BOND BEAM MAY BE SPECIFIED SO THAT THEN THE LAST TWO COURSES ARE BOND BEAMS WITH A 05 BAR IN EACH COURSE. 5. SHOULD THE DOUBLE BOND BEAM COINCIDE WITH A LINTEL THE BOTTOM COURSE OF BOND BEAM IS OMITTED AND A LINTEL IS PLACED. THE STEEL REINFORCING FOR THE BOTTOM BOND BEAM IS TO BE CONTINUOUS THROUGH THE TOP OF THE LINTEL. 6. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. !'v F =FILLED W/ GROUT U = UNFILLED OMINAL VIDTH # OF #5'6, IN 2NO BOND BEAM COURSE 16-1 T/1 M/ B L NOMINA�� HEIGHT # OF #VS, TOP BOND BEAM COURSE IT IS THIS ENGINEERS INTENT # OF #5'S, BOTTOM THAT XFXX - 1Tll M/OB INDICATES A DOUBLE BOND BEAM PLACED IN LINTEL AND XFXX - 1 T/OM/0B INDICATES A SINGLE BOND BEAM WINDOW PRE -CAST '•a3 1W" WINDOW SILL Z SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 scALE:1 vz=r-a' TYP. BOND BEAM BE m 9;4— .. 1#5 TYP. B.""' `fp BOND BEAM *A:4 BxlS DBL BOND Tip F BEAM W/ (1 ) 05 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/(1)#6 BAR ..�: BOND BEAM GROUT SOLID FROM LINTEL TO TOP OF BOND OF OPENING BEAM 8x8 PRE -CAST CONCRETE LINTEL W/ (1) 05 BAR (1_2) LENGTH OF BAR = WADTH OF MASONRY GPE"'NG-2' OR BEAM DESIGNATION 8x8 PRE -CAST CONCRETE LINTEL, W/O STEEL IL1) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) — 2.4 (MIN 2 X 3) 1-3118 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND Jell O.C. MAX. MIN 1-114" EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEA45 MIN HEAD SIZE.300 MIN EMBEDMENT 1 1/4") 8" FROM EACH END AND 18" O.C. MAX. MIN IAW EMBEDMENT 2x8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE. 145 MIN HEAD SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING — 1/4") 1., OM EACH END AND SECURE TO SHEATHING W/ 18" O.C. MAX. MIN 1-114" MIN. 2-12d PER BLK EA END EMBEDMENT OSB SHEATHING WALL 5 ARCHWAY FRAMING DETAIL SCALE: 3/4"=1'-0' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.77 78 FAX: 407-774.4078 www.abdeslgngroup.com L AA #: 0003325 , �anm� gumiv. as LOT" SILVERADO LOT #50 BLK- #6 rnoamTip 04128,002-50061 MODmL" 4EBB 111828-CALI" GARAGm OVnNG: LEFT PAGm: DETAILS 150 MPH EXP. B pM" DATM1/17/ia mCA=: 1/4"=1'-0" 8Hzw S2.1A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: USP HTA18 WW(9)10d x 1 1/Y" HDG NAILS. SMALL JACKS < 9' MAY BE NAILED W/ (10)d x 1 1 /2" HDG NAILS, CONCRETE TO WOOD FLOOR: USP LPTA W/ (10) 10d x 1 1 /2" HDG NAILS, WOOD TO WOOD: USP RT18A OR LUGT2 W/ 10d x 1 1/2" HDG NAILS, FILL ALL HOLES. 2. ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS TO BE PER FASTENER SCHEDULE. 3. ALL PLYWOOD FOR FLOOR SHEATHING SHALL BE PER FASTER SCHEDULE MEETING THE REQUIREMENTS OF AFG-W AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 4. ALL NAILS FOR TRUSS TO BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE TO BE GALVANIZED. S. UNTELS AND MASONRY BEAMS WERE DESIGNED BASED ON LINTEL MANUFACTURER SHOWN IN STRUCTURAL PLANS. B. BOTTOM OF LINTELS ARE TO BE PLACED AT TOP OF WINDOW, DOOR AND CLEAR SPAN OPENINGS. 7. LINTELS SHALL HAVE 4" NOMINAL BEARING (4-). 8. THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THE ENGINEER'S REVIEW AND APPROVAL. 9. PLACE 2x4 PT TO ALIGN WITH TOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HILTI X-ZF, POWDER ACCTUATED FASTENER, ZF 72 P8S38, .177" " x 2 7/8" LONG, WITH WASHER to 18" O.C. 10. TRUSS REACTIONS AND UPLIFTS SHOWN ARE THE SAME ON EACH END UNLESS OTHERWISE SHOWN DIFFERENT. 11. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. 12, ALL ELEVATIONS ARE REFERENCED FROM D-0FINISH FLOOR. UNLESS NOTED OTHERWISE. TRUSS MANUFACTURER / ENGINEER NOTES: 1. ROOF GIRDERS W/ UPLIFT IN EXCESS OF 2,500 LBS SHALL BE FABRICATED W/ A 2x8 BTM. CHORD (MIN.) 2. COORDINATE ANY TRAY/COFFERED CEILINGS, AND ATTIC ACCESS WITH THE ARCHITECTURAL PLANS TRAYSAND COFFERSARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOIDCONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVD CING A TRUSS PERPENDICULAR TOA STEEL COLUMN. MAINTAOIPLAIN AT LEAST 8" FROM THE CENTER OF THE COLUMN. 143LY U: -10D3 L BB 0: 2294 LBS 1-PLY U: -1030 LOS 0: 2MS LBS 1-PLY U: dBO� Q 1071 LBB 2X4 BLOCKING BETWEEN TRUSSES 24" O.C. TOE NAILED TO ADJACENT TRUSSES VW (2) 18d COMMON NAILS & SECURE TO SM. W/ USP HLPTA75 USED TO BRACE TOP OF WALL. FRAMING PLAN SCALE: 1/4" - l'-0" 1-PLY G: 496 LBS U:-145LBS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdostgngroup.com AA M: 0003325 ammo aunty as L+OT: SILVERADO LOT #50 BLK- #6 PROJMCT —50 061 "0Dzu 4EBB "1828-CALL" OARAOM ewnrGt LEFT PAOM: FRAMING PLAN 150 MPH EXP. B .19 PRINT DATO1/17/19 sCALM: 1/4"=1'-0" sIiMMT S3 PLYWOOD SHEATHING, SEE # 1175 UPLIFT USP "ROOF/WALL/FLOOR HTWM20 W/1010d TO SHEATHING TRUSS AND (4) IW x 2 1/4" FASTENER SCHEDULE" TAPCONS TO CONT POURED LINTEL A-(1)USP HTA16 TRUSS ANCHOR WITH (9) 1 Od x 1 1 R" TO TRUSS. FL#17680 # 1900 UPLIFT (2) USP B{2) USP HTA18 TRUSS ANCHOR VNTH (9) HTWM20 INSTALLED ON PRE-ENG TRUSS 10d x 1 1/2" TO TRUSS EA STRAP. FL#17680 OPPOSITE FACES OF DBL STRAP, 1 EACH SIDE WRAPS UP AND BLOCK WALL W/1010d TO OVER TRUSS (NOT SHOWN) TRUSS AND (4)1/4" x 2114' TAPCONS TO CONT CONTINUOUS BOND BEAM ix2, 2x WOOD FASCIA POURED LINTEL SEE ARCHITECTURAL 2x SECURED W/(3)18d GALV. COMMON NAILS. ENGINEERED VA70D 1x2 SECURED W/ tOd TRUSSES ® 24" C/C, GALV. COMMON NPJLS SUBMIT SHOP DRAWINGS 17. O/C FOR REVIEW AND APPROVAL MASONRY BOND BEAM SEE SCHEDULE A ALLOWABLE UPLIFT = U:1870 LBS, L710LBS (i STRAP) TAP CONS MIN. 2' B ALLOWABLE UPLIFT = U:2430 LBS, L1310LBS (2 STRAPS) COVER 2" APART REPAIR OF MULTIPLE TRUSS/ MISPLACED EMBEDDED TRUSS ANCHOR S&LPICAL SCALE:3/4`"-" " 3 GyI_R_D_ER CONNECTORS) (2) 2X4 Na.2 SYP CIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3)12d EA TRUSSES WHERE TRUSS(DIAG. BRACE TO X-BRACING IS PRESENTAT COVER 5 TRUSSES) 44" O.C. (AT SHEATHING 0'-0" TO 30'-0" (1) "X" BRACE SEAMS) 30--1" TO 80'-0 (3) "X" SRACE SECURE 2x8 PT. PLATE (1) "X" BRACE Q CENTER TO SLK W/ 12" DIA (2) "X" BRACE DIVIDED EQUALLY ANCHOR BOLT W/7 FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY B" 1A SEE ARCHITECTURAL MIN. EMBED. AT 37'OC 171 MAX. RE-ENG GABLE TRUSS SECURE GABLE TO24 P.T. PLATE W/12d's 8" STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's ® EACH TRUSS TO BE INSTALLED 10'-0" G.C. MAX. SEE SCHEDULE FOR BOND BEAM REQ. BLOCK WALL W/ GABLE END FIE-ENG'D TRUSS scALE:aa=r-a' NOTCH DEPTH 1111 THE USE OF ALTERNATE MATERIALS MAY BE METER DIAMETER L. STUD USED SOLONG AS THEY CONFORM TO THE OUTER OF FOLLOWING NL SPAN ONLYHOLE EDGE >5/6' 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS _A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEWSTRAP HAS q EQUIVALENT OR GREATER UPLIFT AND LATERAL (FI AND F2) LOAD CAPACITIES AS THE ONE SPECIFIED, CONCURRENTLY. IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE 0. THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A USP RTi6A(FL#17236) OR LUGT2 (FL#17240). ROOF TRUSSES ARE SUBJECT TO UPLIFT, Ft, B7M. HOLE DIAMETER AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE PLATE<.,, DBL. STUD SUBJECT TO 11 AND F2 FORCES. STUD NOTCHING AND BORING LIMITS 8 SCALE: 1 V2"=1'4P ALTERNATE MATERIALS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.eom L. AA#: 0003325 ,anon, Z3mmm VSDIV. a LOT. SILVERADO LOT #50 BLK" #6 P1lOJl7CT 04128.001-50061 MODaL: 4EBB "1828-CALI" GANAGa SWUM: LEFT PAGE: DETAILS 150 MPH EXP. B PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4-a'O.C. (AT O PRE-ENG'D WOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) 0 O.C. NOT SHOWN FOR CLARITY) MAX FOR STRAPPING O VERIFY SECURE 2x8 PT. PLATE TO BLK W/ TRUSS PLAN W/ 1/2" DIA. ANCHOR BOLT W/ 2" WASHER SET IN HIGH STRENGTH EPDXY 6' MIN. EMBED. AT 32" OC MAX SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8" O.C. MAX CONC. POURED LINTEL COURSE CONT. 2x4 SECURED WI (2)10d's ® EACH TRUSS TO BE INSTALLED Q 164' O.C. MAX. GABLE END BRACING W/ PRE-ENG 8 GABLE TRUSS @ CMU WALL SCALE: 3/4"=7'•O' 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407.774�4078 www.abdosigngroup.com AA M: 0003325 i A11111K sumly as Lwo SILVERADO LOT #50 BLK. # 6 PIWJSCT�1► 4 8.0 2— 5 0 MODZI. 4EBB "1828- CALL" GAVAOS SWING: LEFT PADS: DETAILS 150 MPH EXP. B DwT 1/17/19 sCALS: 1/4"=1'-0" slim= S3.1B 2x4 BLOCKING BETWEEN TRUSSES (2) 2X4 No.2 SYP DIAG. WHERE X-BRACING IS PRESENT AT BRACE Wi (3)12tl ®EA 4'-0" O. C. (AT SHEATHING SEAMS) TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 0'-0" TO 30'-0" (1) "X' BRACE 30'-1" TO 60'-0 (3)'W' BRACE PRE-ENG GABLE TRUSS (1) "X" BRACE 0 CENTER (2) "X" BRACE DIVIDED EQUALLY STIFFBACK AT ALL 2x SUB -BAND FROM CENTER TO END. UPRIGHTS OVER 4'-10" HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE "ROOF/WALL/FLOOR SHEATHING FASTENER SCHEDULE" SEE TYP. TRUSS CONNECTOR DETAIL FOR STRAPPING INFO. 1x2, 2x WOOD FASCIA CONNECTION PER SEE ARCHITECTURAL TRUSS MFG. 2x SECURED W/ (3)16d ENGINEERED WOOD GALV. COMMON NAILS. TRUSSES 0 24" O/C, 1x2 SECURED W910d SUBMIT SHOP DRAWINGS GALV. COMMON NAILS FOR REVIEW CONT. 2x4 RAT RUN 17 O/C AND APPROVAL SECURED W/ (2)12tl's MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS 1 W/ HIP RETURN SCALE:3/4"-1'-0" PRE-ENGINEERED VALLEY TRUSS CONNECTION 2 SCALE: N.T.S. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesWWmup.com Wmup.com AA #: 0003326 E Y O C E: �44 o . i N aysaty ag LAT SILVERADO LOT #50 BLK- #6 PROJECT 04 .00 - 0061 HOaEL: 4EBB "1828-CALL" OAPMOZ SWDCO: LEFT PACE: DETAILS 150 MPH EXP. B i L AR NO 907= J DA s 1/17, SCALE: 1/4"=1'-0" allEET S3.1C q II= ON3lE-EPD - ROOF WIND DESIGN PRESSURES NET (GROSS) ASIDE 740 ZONE 1 = 8.97 PSF (19.97) ZONE 2 =17.98 PSF (27.98) ZONE = 33.53 PSF(43.53) "A"- 4'-0" END ZONE DISTANCE BASIC VIAND SPEED: 150 MPH WIND EXPOSURE:"Er RISK CATAGORY: 11 APPLICABLE INTERNAL PRESSURE COEFFICIENT * 0.18 ROOF OMPHPAON FOR ASPHALT SHINGLE ROOF, USE MIN 7116' O.S.B. OR 1/2" COX EXT. PLYWOOD, FOR CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 COX EXT. PLYWOOD, WTH Btl RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND Btl RING SHANKGUN NAILS AT 8" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL ROOF SHEATHING TO GABLE END FRAME USE Btl GUN NAILS ®4" O.C. EDGEWISE 2x4 BLOCKING ALL PANEL JOINTS W/ IN W OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN. LENGTH MIN, CIA SHANK TENSILE STIR. SHANK ad RING SHANK 2 12" 0.12(r 170,000 RING SCREW SHANK (16-20 RINGS PER INCH) ad SCREW SHANK 2 117' 0.120" PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1B64 2. INTERNATIONAL STAPE, NAIL 8 TOOL ASSOCIATION (ISANTA) ESR-1539 EKTERIOR BHFJ11M8RM USE 1/2" CDX OR 7116" 0.SB. PLY WITH 6d RING SHANK GUN NAILS AT 4" O.C. AT PANEL SIDES AND ad RING SHANK GUN NAILS 4" O.C. TOP 8 BOTTOM PANEL AND ad RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS OR 7116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SEE DETAIL. Sd RING SHANK GUN NAILS 0 4" O.C. TOP 8 BOTTOM EDGES z9 u X Z S U J N O . L0 Z Z IS J Z to r. TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. R�^F7<ER OR TRUSS -�_ mmm I ---_�' '1 ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE @ID FRAMING CBtl RING SHANK GUN NAILS - �S'O.C. IN FIELD'` TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O S.B. TO BE STRUCTURAL GRADE �•-' 8d RING SHANK GUN NAILS 112" O.C. IN FIELD or Btl x 2 12' SCREW SHANK PNEUMATIC SCREW -NAILS Q$17, 0.GtiLJ FIELD J\ TYP. 3/4" T&G SUB -FLOOR DECKING GLUEDTO ALL EXPOSED MEMBERS GENERAL NOTES: ALL AGGREGATE USED IN CONCRETE SHALL CONFORM TO ASTM C33. MAXIMUM AGGREGATE 81ZE SHALL BE VC. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WTH JOB SPECIFICATIONS AND WOOD" ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS. CONSULT PROVIDE B%AIR ENTRAINED CONCRETEE%PO�TO EARTHORWEATfffR NON -BEARING WOOD WALLS TOP PLATES 8 STUDS CAN BE SPF. ARCHITECTURAL DRAWNGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOW) ALL EXPOSED EDGER OF CONCRETE APETO BECHAAFHtB)3M'. ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017, 861 EDITION ALL WOOD FOR BEAMS, BEARI NO WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, ACI 31844. BUILDING CODE REQUIREMENTS PROVIDE 84A11 CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UDBtA1131/IBgONfiftOLND WHERE IFDICATED ON CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2 OR BETTER. Fb - 1100 PSI ANDA MODULUS OF FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 5-13 AISI SPECIFICATION FOR THE DESIGN OF DRAWINGS. SEAMS LAPPED B INCHES AND SEALED WITH ADHESIVE TAPE ELASTICITY - 1,400,000 PSI. ALL WOOD IN CONTACT WITH DONCRETE OR CONCRETE BLOCK SHALL BE COLDFORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NONSTRUCTURAL USES SHALL BE RATEDTO RETENTION LEVELS OF 0.25 POF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND FORMWORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FORANY SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, FORM -WORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF FOR DOT OR MORE. NAILS, SPIKE, BOLTS USED EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WTH AG 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE.FORM*ORK CONTAINS MORE THAN W OF HEARTWOOD. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. DO NOT SCALE THE DRAW NGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT EXCLUSIONS FROM THESE PLAN$: MIN MUM NAILING PER FBCR 2017, 6fi EDITION. SEE NAILING SCHEDULE ON PLANS. TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL ITEMS OF THE WORK. ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALDEPENDING PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH N STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUTARE BY OTHERS, SYP 02. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS COMPLETE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND SEQUENCES TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THIS WORK INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUYS OR TIE -DOWNS. THE CONTRACTOR SHALL SUPPLEMENT THE MINIMUM REQUIRED FOUNDATION AND S1TE PREPARATION REQUIREMENTS AND SLAB-ONGRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SWILL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. DESIGN LOIADS: ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 pef 20 PO TOP CHORD no0-oala t 10 pef STM CHORD +wR<o wmrt DEAD LOAD DEAD LOAD 15 psf TOP CHORD 20 pef TOP CHORD (7 pef W ASPHALT SHINGLES) (10 Pef W/ No GYPCRETE) 10 psf STM CHORD 5 pd BTM CHORD DEAD LOAD TO RESIST VIAND UPLIFT: 1 Opd BALCONY LIVE LOAD 80 Pef STAIRS LIVE LOAD 40 pef WIND DEAD LOAD SPEED-10 DAWN 3-SECOND GUST (ASCE 7-10 (FSC R2017) EXPOSURE B, RISK CATEGORY II) SHOP DRAWING REVIEW: SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WTH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. DRAWINGS SUBMITTED WTHOUT REVIEW W LL BE RETURNED UNCHECKED. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON! TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER IN ALL INSTANCES, THE CONTRACT DOCUMENTS W LL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ARCHITECT. FOUNDATKNdf SITE PREPARATM FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 psf, FOOTING EXCAVATIONS AND SLAB SUB{GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 95%OF THE MOD FIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WTH ASTM D7557. TREAT ALL SOIL FOR TERMITE PROTECTION, THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEO-TECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEO-TECHNICAL ENGINEERS REQUIREMENTS SHALL BE RECOMPACTEDAND RETESTED AT THE CONTRACTORS EXPENSE, AND AS DIRECTED BY THE ARCHITECT. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEO-TECH. ENGINEER. CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS 2,500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLABCNGRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 5" STRUCTURALTEIWCE SLAB CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT. CONCRETE SLUM' SHALL NOT EXCEED 5"+/- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44 OR MEASURNG, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IB ADDED TO THE MX UNTIL IT IS DEPOSITED IN ITS FINAL POSITION SHALL NOT U M 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY IN SUCH THAT A BATCH 18 HELD FOR LONGER THAN 90 MNUTES THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF TINE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WITH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: A 3'FOR CONCRETE CAST AGAINST AND PERMANSaY STOSED TO EARTH LFOU14CATIONS). B FOR CONCRETE EXPOSED TO EARTH MAIORWEATHER 1-VY FOR MI5 TURD SMALLER 2' FO R 06 AND LARGER C. FOR CONCRETE NOT EXPOSD TO WEATHER 314' FOR SLABS, WALLS AND JOISTS 1.112" FOR SEAM AND COLUMN PRIMARY REINFORCEMENT, TIES STIRRUPS WELDED WIRE MESH: WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65 AND BE PLACED IN ACCORDANCE WTH THE AO TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, W RE MESH FOR SLABS SWILL BE SUPPORTED WITH 2' CHAIRS SPACED T-O' OC, EACH WAY. REINFORCING STEEL: REBAR SHALL BE ASTM A615 GRADE 80 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE W THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE AG STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6. BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEERS W REVIE TVP. MIN LAPS $WALL BE AS FOLLOWS: 84 BAR - 25" A6 BAR - 36" UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WTH CONCRETE. SEAT PLATES SHALL BE PROVIDED AT BEARING LOCATIONS W THOUT WOODEN TOP PLATES. WOODTRUSM: TO BE DESIGNED AND FABRICATED IN ACCORDANCE WTH THE'NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTEMNGS' SY THE NFPA. TRUSS DESIGNS SHALL BE SIGNEDAND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWNGS. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.038' AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A. AND SHALL BE HOT -UPPED GALVANIZED. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14, "DESIGN NATIONAL STANDARDS FOR METAL-PLATECONNECTEDWOOD TRUSS CONSTRUCTION:, AND "TPNVYTCA SCSI 1" COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METALPLATECONNECTEC WOOD TRUSSES tl5 BAR - 30' %7 BAR - 42" PROVIDE 38" x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS TRUSS MANUFACTURER W LL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF FOR ADDITIONAL INFORMATION. LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WTHANSI A58.1-1982. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHWA BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALLAT THE TOP AND BOTTOM WTH HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAW NGS FOR ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. ROOF 8 FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING DETERMINATIONS, FEASIBIUTY 8 ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE POR FINAL DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS LAYOUT, SPANS 8 ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT WTHOUT THE APPROVAL OF THE ENGINEER AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SWILL MA&MRZY" PROVIDE ENGINEERED SHOP DRAW NGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WTH ALL REQUIREMENTS OF THE PLAN SHOWING COMPONENT LAYOUT. SWOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA "SPECIFICATION MASONRY STRUCTURES" (ACI 5301 ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY --- Urn - - ---of - LICENSED PROFESSIONAL ENGINEER PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE ALL BLOCK WALLS SHALL BE TWDCELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM CFO, GRADE fm = 1500 PSI. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 26 DAYS, UNLESS SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COURSE AGGREGATE, AND SHALL BE PLACED W A SLUMP OF 8" TO 10", USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. TYPE "M" OR "S" MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL SE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS SHALL BE 3/8' THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. LAP VERTICAL REBAR 6 X BAR NO. (48 BAR DIAMETERS)., U.N.O STRUCTURAL STEEL: THE MATERIAL, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL COMPLY WTH THE SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, 9TH EDITION, BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION. STRUCTURAL STEEL SHALL BE ASTM ASS, Fy - 36 kei FOR ANGLES, PLATES, AND WSFAPES. STRUCTURAL TUSI NO SHALL BE ASTM A500, GRADE B. Fy - 48 kw STRUCTURAL PIPE SHALL BE ASTM53, GRADE B, TYPE. E OR S. Fy = 35 ksi. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE. COLUMN BASES SHALL BE ASTM A307 BOLTS WTH DOUBLE -NUT LEVELING. ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WTH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURNOFFTHE-NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. JSOLTS ARE TO BE STEEL. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER. W ND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING VIAND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "USP STRUCTURAL CONNECTORS" BY USP, OR EQUAL UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPMUTON 313E TYPE BPAONGI EMARw3 APPLI 813E 1 TYPE BPAClND REMARxe I.PTRIRR IAIE 1MfA-cm 6 QC OMM)E WOR BULK BEE DETAIL BEE DETAIL SEE DETAIL BEE DETAIL MA90NRY ICONO NNL11?LON0. To-.-. ROD. K.IXT. DOOR9 fx 1.BEENOTEB CASE HARDENEDcdL NNLiI LGID. 8'oC SAGO. WwOOWr000Rr FAefEN® INTO MA9:1MrroONC. OMKiE DOOR BJtl( To MABDNRYIWNC. BEE DETAIL BEE DETML BEE DETAIL 9EE DETAIL wwoowaxac CASE HARDEr+EDcoe B•ac wfNDONADJORIFASfENEo METAL STwPro CONTACT THIS ENGINEER FOR SPACING Ix PT. BEENOTES NAIL 11?LONG. BTAGOER® INTO MABONRYICOND MASOI+PY(CCNG REQUIREMENTS EXT EWMO DOOR (2f 3I16'R4 TAPWM 11YP EMBED. B•E10. El.". NoNAPA .WOO 1?' EXPN+aON x"EMBED. 4•END 3PCF BIKNh PT, 6ff 1ATE6 NO WA91Bi FORTIES fCOC D18T..f WALL TO CONO BlN3 W/WA6HER BOLT D T., 3•EWEDBI . 3v PfWMDOW aIIX 0f30°PAFx3 t5' e•OIG ED PT TO BOOL-EEE WI WA9iH2 AOGHi NOTE EDGE OIBT. NOTED 1�ST�APLE8 SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURERS SPECS AND/OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. RAF SHALL BE HILTI XZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN S. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 8. W NDOW AND DOOR BUCKS SHALL BE AS 1111 WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1. MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPCONS OR RAF TO THE SUBSTRATE, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosWWoup.com AA 111: 0003325 SUDDIV. Ac LHOT: SILVERADO LOT #50 BLK. #6 ROJWTIP 4 - 0061 MODRU* 4EBB "1828-CAL ' GAP.AGs SWINO: LEFT PAGM: DETAILS 150 MPH EXP. B L Ll