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Home My WebLink About35534 Stella Vast Dr99 " " 99 10072-4EAB-ARIA OME HOMES- 12602 TELECOM DRIVE, TAMPA, FL 33637 T4&1" (813) 740-9720 Fax: (813) 740-9715 ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DpTE CITY OF ZEPHY PLAN EXA MINER • 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 .nn= B MMM CEDE, R •� AM EDITIOWA ( '0 • ALL IACAL �!/ RATE CODES -OCCUPANCY - RESIDENTIAL. GROUP R3 •CONSTRUCTION TYPE - VB •10• INTERIOR FINISH - CLASS B -BASIC HIND SPEED - Vult=150 IIPH Vasd=116 MPH :EXPOSURE - B •1-STORY RESIDENCE •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV, A/C AD ALT. BD. `D CCAB. CLO. CLR. CPT' CPT C.T. D. DHR.. D.G. DID. DP. DR. D.S. DTL, D.W. EA' EQ. EQ. EXH. EXT. X. F.G. FIN. FLR FLUOR. F O. GA. GAR DISP. G.FI. GL. GYP. BD. HLB. H.C. HDR INS OR HT INT. ABOVE ICONDITIONING AIR ADJUSTABLE ALTERNATE BOARD BOARD CENTERLINE celLuaG CLEAR CONCRETE CARPET DRYER TB E DRYER DOUBLE DUAL GLAZED D; DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH EQUAL N EQUAL EXHAUST EXTERIOR ®GLASS FUEL GAS FRiLSH FLOOR FLUORESCENT F FOOTING GAUGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASSLASEP. GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER �I°n�ADON INTERIOR LAV. LUM M.C. MFR MIN. MT. MIL. N.T.S. O.C. PL P.B. PR PLT. PIL PP.r. �, RA. G. REF. RM. R.O. s.e. S.D. SH SHT. SHT"°. SIM SL. sm. STD. SWS TEMP THK. T.O.C. T.OP. T.G.S. TYU.N.G. V.P. W. WD WOW. W.I. LAVATORY MEDICINE MEDICINE CABINET MANUFACTURER METALTHRESHOLDOIA�IIa MOUNTED NOT TO SCALE ON CENTER PUSH BUTTON PUSHBUT TON PHONE PLATE PAIR PPRESSURETREATED �115 RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SOLIDCOREEXTDR SMOKE DETECTOR SHEET mG SHEET SHOWER SHOWER SLIDING SLIDING GLASS STANDARD1441 SHEAR WALL SECTION MPEEREDOLASS THICK TOP OF CURB TOP OF PLATE TOP OFSLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH D WINDOW WATERTER DATE DESCRITMON CD'S ISWED ARCHITECTURAL SHEET DESCRIPTION ey" 2011 PDC UPDATE PG Cl-COVER SHEET PG GN-GENERAL NOTES PG Al -FLOOR PLAN PG A2C-ELEVATION "C" PG El -ELECTRICAL PLAN PG Pl—PLUMBING PLAN PG MI —MECHANICAL PLAN PG Dl-DETAILS PG D2-DETAILS PG D3-PRODUCT APPROVAL LISTING PG WAl—WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5—NOT USED PG WA6-WALL ASSEMBLY DETAILS CDS RE -ISSUED 04ASAD FOOTMG REVISION PER M. BOUES 0MAS PLAN MAINTENANCE 03flM REVISED LINTEL SIZE AT PRONT ENTRY DOOR Cb/2M ADDED LED L&M • KITCHEN " BATHROOMS PER MARK HOLLER Ol/I7/19 ADDED STONE OPTION ELEvATI0N5'C' 1 T)' I rAft ADDED OPT. W-O'CEILNGHEIGHT VAM0 REPLACE UaP Ca*ECTOFS WITH SrMON CaNNECTO a • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR No. 93723 A.B. DESIGN GROUP, LLC. NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 v4A3m On &,-0' a& w.T. ELEVATION 'C'- REvmD HEIGHT OF Aww AT SQ.FT. CALC.'S LIVNS I6�2 da. FT. GARAGE 432 Sa. FT. ENTRY 36 ea Fr' LA" 96 Sa.FT. TOTAL 2�38 Sa FT. STRUCTURAL SHEET DESCRIPTION PG Sl—FOUNDATION PLAN PG S1.lA—DETAILS PG S1.2—DOWEL PLAN PG S1.2A-DETAILS PG S2-LIFT BEAM PLAN AND NOTES PG S2.IA—DETAILS PG S3-FRAMING PLAN PG S3.IA-DETAILS PG S3.1B-DETAILS PG S3.1C-DETAILS PG SNl -DETAILS DRAWING / CONTRACT DOCUMENT REVIEW BY BUILDER THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) 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 BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TAMELY MANNER. AS DESIGN GROUP TAKES NO RESPONSIBUM FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE ONSTRUCTION BASED ON THE DRAWING SET. d N. RONALD REAGAN SI LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdeMgngroup.com AA S: 0003325 a O l A J � 4 m aUDD:v & LOT SILVERADO LOT #31 BLK #18 PIMOJMCTO 04128.002-31181 MODaI. 4EAB "1672-ARI9" GAVIAGM NW570: RIGHT PAGIC: COVER SHEET 150 MPH E B GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 6th EDITION, (2017). ALL REFERENCED CHAPTERS, CODE SECTIONS AND TABLES STATED IN THESE DOCUMENTS ARE UNDER FBCR 6TH 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. SITE WORK 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, PLANTING AND IRRIGATION. 3. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 3. 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. 4. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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. 5. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAN GRANULAR FILL. PLACE IN 8' LAYERS THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 6. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 7. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 6. 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 8. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 9. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. REQUIREMENTS. 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 R30Z&1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.3/8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS. 3. AS PER SECTION R302,5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN, RIGID ON -METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. AS PER SECTION R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE 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 -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN I/WNCH GYPSUM BOARD OR EQUIVALENT. 10. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. 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. Q. TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED PESTICIDES, BAITING SYSTEMS AND PESTICIDES APPLIED TO WOOD, OR OTHER APPROVED METHODS OF TERMITE 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." TIMBER 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: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI 1.2014) E. APA - THE ENGINEERED WOOD ASSOCIATION: 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, 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 FRAMING MEMBERS SHALL COMPLY WITH CHAPTER 6- WALL CONSTRUCTION. 5. WALL SHEATHING SHALL BE PER STRUCTURAL, SEE ROOFIWALLIFLOOR SHEATHING FASTENER SCHEDULE ON SHEET SN1. 6. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PLUYBSNi 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/." PVC (SCHEDULE 40), INSULATED WITH'%' 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. B. 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 P2603.2. EXTERIOR WALLCOVERINGS 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 EXTERIOR FIIMsM 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' 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, 1/2" 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-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063.11A & 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-C1063 -15A AND R703.7. FIRE RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH ill" GYPSUM BOARD. R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2' GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4' TYPE "W DRYWALL SCREWS AT 12' O.C. (PER MANUFACTURER'S SPECIFICATIONS) . CONSTRUCTION OBSERVATION CONSTRUCTION OBSERVATION SERVICES I CONSTRUCTION ADMINISTRATION SERVICES ARE NOT A PART 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 BUILDER'S / CONTRACTOR'S 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, 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH:407.774.6078 FAX 407-7744078 www.abdeelgngrou p,com AA M: 0003326 1 S F � J Q b � N 8UDDIV. S. LOT SILVERADO LOT #31 BLK #18 PROJECT 04128.00�2-31181 MODE11 4EAB "1672- ARIA" OAEtAGE OWWO: RIGHT PAOE: GENERAL NOTES 150 ANP E B pvxl" "I DATZ, 06/09/20 SCALE: 1/4"=l'-O" SHEET GN b� SHINGLE LAP SIDING A8 SPECIFIED—�\ (TYPJ 4' FREIZE BAND (TYPJ� 6' TRIM BOARD lTYPJ� SHINGLE ROOF 12 6' RAISED BAND 6 4' RAISED BAND .. �� lillMill �� I Hil �� -1 _ imilom _ 1111 v FRONT ELEVATION SCALE. 114 • I'-0' TEXTURED FINISH NOTE: WALL FENESTRATION PLASHING AS PER FBCR R103.4 1,-0.1 _ �Tl46r1 II 0'-0' FIN. FLR S'-S' BRG. HGT.e, i126 OFF RIDGE VENT OFF RIDGE VENT AREAOFATDC = 2235 SOL FT. NETFREEVENTILATION AREA REQUIRED = 1/300 REQUIREDVENTILATION AREA 2235 /30D 745 VENTILATION AREA X SCL INCHES PER FT. (144) = 1072.11SQ IN. MIN. REQUIREDVENTILATION = .5% 10718 IN UPPER PORTION OF ATTIC - 536.4 SO, IN. OFF RIDGEVENRRATION AREA - 725SCON.PEi VENT 53E4 /115 TOTAL#OF VENTS REQUIRED = 4.66435 TOTALROF VENTS PROVIDED = 5 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED S'-S' BRG. HGr. _ BRG. HGT. 00'-0. FLR. OFF RIDGE VENT 1 i0 lml Mt . m . v REAR ELEVATION SCALE: 1/4 - I'-0' TEXTURED FINISH S'-S' BR6. HGT. v i- ,t0'-0' FIN. FLR LEFT ELEVATION SCALE: 1/4 . I'-0' TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT I II T,7.. 0'-0' FIN. FLR I I 0'-O' FIN. o RIGHT ELEVATION SCALE- V4 • I'-0' TEXTURED FINISH 11 0'-C' FIN. FLR. 11441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-7744078 W Ww.abdeslgngroup.com AA 8: 0003325 labs 6 VA I a 0 A 8v8D:v At LOT. SILVERADO LOT #31 BLK #18 PROJECT# 04128.002-31181 MODEL& 4EAB "1672- ARIA" GARAGE 8WU4G: RIGHT PAGE: ELEVATION "C" 150 MPH EYP. B ELECTRICAL LEGEND SYMBOL DEFINITION NOTES E6V OUTLET m AMP 61M0LE PO.E IIOV OUTLET AM OUTLET N OR OUa.ET"ED TO SwTCN �OPI IIOV OUTLET womp RAW M�NRPTER(TAMPER RWSTAW Tym ZWOUTLET --ccNEcrina Il�q El/r. u 1ORMAOw ORato 5(u.T fil OUTLET NIERY'I'ER 6ATCH Its Ewrew A-IAYOPER 6wTCN 4-WAY OPER. O rota. rlowTED LIGHT CEILING L*HT LED CAA LKM4T ©yp LED VAPOR PROOF LoWT O yp VAPOR PROM LISIR OR[QSS[D CAN e VE-PAN TOM PER SO. R. K/L PAN WONT 1 cm PER SO, PT. v FOl11rE ISFEC'S TND GY L AROUO l Da 2-WAA WRAP .MOUND lSJI� IMNTJ FLUopromma T 4' FLUOIESGEIT Q� N� eN A 66 W TRACK LIGHT PANEL METER O SD. smon OwwTom sAs MesE6aLE Ce NLWAMQM rtT WALL PcUNl D RATS- RArx. P- �J Ulm DEncTom ®o"m b/CO CO oeTICTKR ccT'7p SMALL WE A DRTANCE OF NOT LESS THEN 4• FROM WALL PODANT LIGHT IJ� 6M NANRALOunm ► Tn.E,HONE JACK UN WATER NEATER ?0 'so DNCON SCT GEE AMU ON ❑�' TELEVINw/JACK w EOx TO lE rlrroRrV N O J. IL9! 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"LEF"CrE SERVICE namrtlwff NTERSTSTIM MOONS TERMINAL AT LOW VOLTAGE CONNECTIONS PROVIDE EO AMP, W440 VOLT. I PHASE SECQDARY-- 1 14 DU SERVICE GROUND CONNECTED TO ELECTRICAL 6ERVICE. PROVIDE !'I COPPER rat N CONCRETE ENCASED POOTER STEEL PER I•Iq" DIA SGEDULI SO PVC CONDUIT OR PROVIDE 3 ELECTRICAL FRONSCN6 OF THE B�d.iNJ 2/0 ALUMNA (AL) N r' CIA OC EDULE SO PVC CONDUIT Ue.E66 SERVRZ 16 PROVIDED BY THE — --- --- - E.ECTRC COMPANY. COORDINATE wTN THE ELECTRIC WS" DIA X 0 FT LONG COPPER CLAD GROUND ROD COMPANY PRIOR TO DD. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7744078 FAX: 407-7744078 www.abdesigngroup.com L AA #F. 0003325 J 4A XE 00 Rg ■ ---------------- I II I II I II I I I I I II II I N II II I I III • II � � � I I I I • � II II m Q I II I I I I ii I � III ii I L V. 0 III III � i i I 96'xb0' `---- L V. SNWR PAN AV OND • �2' V.T.R II _ 41/i' IDS 4• KITCHEN — a I SINK W/ I AUTO VENT 11/2'--- 2' V.TR. 2' I TUB I I ILAV 11/2' �1-I1/2, �� I --- I I I I/2•�7-----7 I �. 2. I 3- 'I WASHER I LAv. I LAV. 3 SNWR CO. TO MAIN 3 PLUMBING RISER PLUMBING PLAN SCALE: 1/4 • P-m' 1441 N. RONALD RFAGAN BLVD, LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abd•signgfouµcom AA !h 0003325 b r BUDDIV. ac LOT SILVERADO LOT #31 BLK #18 [PRO"* 04128.002-31181 moDmX.9 4EAB "1672- ARIA" OARAGM awINO: RIGHT PAOffi: PLUMBING PLAN 150 MPH EXP. B HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING, ALL SEAMS SHALL 0E SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED A8 PER PBC 6TH EDITION (2011) MECHANICAL OLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SMALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4. FRESH AIR INTAKES SMALL NOT BE LOCATED CLOSER THAN 10 FT. PROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET S. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF BMOOTW GAI-V. METAL. OR OTHER MATERIALS AS PER FBC 6TH EDITION (2011) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBC 6TH EDITION (2011) MECHANICAL CODE 6033 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SMALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBC 6TH EDITION (20P1) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9, ALL FIRE RATED CEILINGS 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 SMALL BE INSTALLED TO MFG. RECOMMENDATIONS AND MC 6TH EDITION (2011) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO 6E A FANTECM DBF BOOSTER PAN OR EQUAL. PANTEC 4 DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRLW — BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR ODD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT m PASS-THRU AIR GRILL NOTEr ALL HVAC TO HAVE PROPER PANS W/ DRAINS SECURE STRAP TO CONC. CONDENSER ATTIC W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL CEILING O O EXTERIOR WALL PLENUM I T y AIR RETURN SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB GSXI 1/4' SHT. MTL. SCREWS SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES CONDENSER UNIT AIR HANDLER y CONNECTION TO PAD EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE NOTE: MAIN COND. DRAIN 3/4' DMA. OVER HEAD • 12' PROM STRUCTURE EVAP. TRAY y PVC SLEEVE TO LINES BELOW BLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN. AS PER FBCR 6TH EDITION (2011) MECHANICAL BLOG. CODE SECTION 3012A HVAC DRAINS SCORIATED NICKEL /—FIN. FLOOR COUNTERSUNK BRONZE FL. PL. --,,—OR WALL CA. PLUG BRA68 PLUG —"�--FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED INSIDE SERIES NICKEL BRASS TOP CAULK P.V,C OPTIAMC FLOOR SLAB CLEAN -OUT (TYPN� FIN. GRADE OR PAVING SEE SPEC. I'-S'X8' CONC. FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED nEXT. GROUND CLEAN -OUT (TYPN NOTE: ALL MECHANICAL EQUIPMENT SHALL BE INSTALLED AT OR ABOVE PPE. ELEVATION MECHANICAL PLAN ALE: 1/4 " P-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com ` AA M: 0003325 • 4kk1 04 ii SL o SILVERADO LOT #31 BLK #18 D1 PROJECT* .`/�\J1�i 04128.002-31181 ZILODEEa 4EAB "1672- ARIA" GARAGE SWU40: RIGHT PAGE: MECHANICAL PLAN 150 MPH EX1% B J`;°" ir7'rE: 06/09/20 SCALE: 1/4"=l'—O" BCT M1 2X4 TOP PLATE PRE -FAD TRUSS IQ' CLG. BOARD In' DRYWALL T tr SECURE ST. — PLATE TO SLAB W/I" MASONRY NAIL • 32' O.C. MAX FIN. PLR 2X4 WOOD STIm6 024' Oa. SLAB NOTE: OTLIPO IN PARTITIONS SUPPORTING WALL HUNG PLUMBING FIXTURES AND WALL CABINETS SHALL BE NOT LESS THAN 2x4, WHERE SPACED NOT MORE THAN 16' O.C. OR, NOT LESS THAN 2x6, WHERE SPACED NOT MORE THAN 24' O.G. 1 TYP. INT. WALL NON—BRG. 21 SCALE, 3/4'•I'-& FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RW5.IJ J ON ' OAJ5. SHEATHING OR p CDX PLYWOOD 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 P.C. TYP. ON. ¢/8' GYF'SU'T IN OR 1/2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS INSULATION R-VALUES REFERENCE STRUCTURAL R-4.1 INSULATION WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS REFERENCE STRUCTURAL Ix2 P.T. FURRNG— STRIPB • 24' O.G. 8' cm 1/2' GYP. WL. BD. - WOOD BASE — 0'-0' FIN. FLIt j _ a. n : 4 i W/ WINDOW OPENING FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION R905JJ ON i}' 0.82, SHEATHING OR cox PLYWOOD SECURED PER FASTENER SCHEDULE STRUCTURAL PRE-ENG TRUSS MTL. DRIP EDGE 2x FASCIA PER ELEVATIONS VENTED SOFFIT VY THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 0'-0' FIN. FLR B TYP. WALL SECTION NO OPENING NOTE: PER SECTION W5.1.1 - FOR ROOF 5 1—STORY HIP BLOCK WALL gE2)—LA R:D UNERLAY M' ENNTT SYSTEM 1 SCALE, 3/4'.r-m' IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 486S TYPE IV, OR ASTM D 6151 .oR OY Lm 2 GAS LINE THRU $LACK eeAw vr.r.r FIBERGLASS SHINGLES OVER W FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.1.1 ON J' OSIL SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE I'-m' TYP. MTL. DRIP EDGE OJ4. 2x FASCIA PER ELEVATIONS VENTED SOPPIT PRE-ENG GABLE TRUSS WEEP SCREED 2x P.T. SECURED PER STRUCTURAL DETAILS VU' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY N' TNICx, 2 COAT - PORTLM'D C!!M FLMTR AP ED DWRd01L7 TO MASONRY r--r, PAWrOMM TO TRACK ORACKJM w momm AF1'RDVAL Rib a GARAGE DOOR JAMBS D1 SCALE: 11/2'.I'-C' —2X4 SPF 24' O.C. MAX. - SECURE W/ (2)12d NAILS • EA. END 2x BLOCKING BETWEEN TRUE —}DER STRUCTURAL DETAIL STIFFBACK AT ALL UPRIGH' PER STRUCTURAL DETAILS PRE-ENG WD. TRIM — CONT.'2x RAT RUN SECURED PERJZ STRUCTURAL DETAILS J/ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J.PER ELEVATION 5/8' GYPSUM BOARD OR 1/2' HIGH STRENGTH CLG. BOARD R-4.1 INSULATION WINDOIU ATTACHMENT AS PER MANUFACTURES 6PECIFICATIONS -Ix2 P.T. PURRING — STRIPS • 24. O.C. 1/2' GYP. WL. ISP - WOOD BASE — D M RLL rM R Al. IItO. W:oD FIBERGLASS SHINGLES OVER •30 FELT PAPER OR SYNTHETIC PRODUCT, INSTALLED PER SECTION RWS.IJ ON J' OAJS. SHEATHING OR J' COX PLYWOOD SECURED PER m. FASTENER SCHEDULE TYP. MTL. DRIP EDGE 011. 2x FASCIA PER ELEVATIONS VENTED SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED \-2x P.T. SECURED PER STRUCTURAL DETAILS In' THICK, 2 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY Eiji RL FLR — 0'-0' FIN FLR a. e' CMU c ,a 4. N W/ WINDOW OPENING B TYP. WALL SECTION NO OPENING �1—STORY GABLE BLOCK WALL —STORY GABLE BLOCK WALL D1 SCALE, 3/4'.I'-V' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdoslgngroup.eom AA M: 0003326 d ID1.'i DO P.T. • CENTER OF DOOR HEADER !!CURED IlV (U 1W X S' J-8CLT IW 4' MN, EMEE:OFQIT W 2' X 2' X VO' WAGWR A NUT OR W (2) 1612' X S' ANCHOR BMTB W/ 4• MIL E'eEDMEm OV 2' X 2• X VS' WASHER 4 NUT—• LI m Sall �INS�tLJ ®I `SEQIE 2X4 ON-� I 0 i.— Oa DLK 2X5 4ARAGE DOOR SUCK SECURED ® W/ (S) V2' X S' J-ISM OR ANCHOR DOLTS. 4V 4' MN. EFOEDFEW, eV 2' X 2' X VS' WASHER NU 4 T. (1) WITHIN S' opTOP. (1) WTNN S' OF THE alit (3)EVENLY SPACED. ®1 I ml Imr NOT" ALL ANCHORS SHALL SIR N ACCORDANCE TO MANFACnIlEff S NSTALLATION NSTRNCTIOW OeM SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR T BUCK ATTACHMENT \lQV4CAlL N'-M-M 8' CMU lY DRYWALL I'X4' OR I'X2' P.T. NAILER ❑T1W/ Ix4 P.T. OR Yi X4• MK SECURE THRU FRAME 4 EXTEND 1-Y4 INTO BLOCK ❑ V& TAPC0NS IMR SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-Y4 WITHIN V OF EACH END 4 IS' OZ. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLACK +3 4 OR +5 < A SCALE+ N.T.S. 2X4,= SECURE TO BLOCK V V TAPCONS OR (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4•) WITHIN W OF EACH END 4 IV O.C. MAX SPACING. 2Xb,m SECURE TO BLOCK W/2-%' TAPCONS(MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN W OF EACH END 4 g• CM IS,' O.G. MAX SPACING. Ji• DRYWALL 2X0,m I'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/J-I)(•' CASING TAPCCNS (MIN. SHANK SIZE .145 MR HEAD SIZE 300 L 711T=TAr-H JAMB OR WINDOW MIN. EMBEDMENT 149 TO 2X PER WITHIN S' OF EACH END 4 MANUFACTURES DETAILS. 18' OG. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4) DOOR JAMB TO BLACK +1-1 2" in1 MINDOTI TO BLACK +1-1 " 2X4m SECURE TO BLOCK W/ i(•' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT149 UT14N S' OF EACH END 4 NOTE: STRUCTURAL 2X IV O.G. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/J-i(!• NON-STRUCTURAL V.- TA'PC4VN8 TAPCON MR 1 Y4 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE -400 5, CMu MIN. EMBEDMENT I Y4-), DRYWALL WITHIN V OF EACH END 4 IS' O.C. MAX SPACING. D 'X4' OR I'X2' P.T. NAILER 2XSmo SEGO BLOCK W/2-%' (MIN. SHANK SIZE .145 DOOR GASttJG MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 149 ATTACH TO 2X PER WITHIN V OF EACH END 4 MANUFACTURES, DETAILS. IS' O.C. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-15/1¢" r,' RU=W TO BLOCK +1-15/ 8 " SCALE, N.T.S. 2X4,s SECURE TO BLOCK W/ (t(r' TAPCONS (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X IS,' OTC. MAX SPACING. MUST BE ON OUTSIDE 4 2Xbm SECURED THROUGH SECURE TO BLOCK W/2-%' NON-STRUCTURAL TAPC0NO TAPCON MIN. i-Y4 (MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 S. cm W OF EACH END 4 a• DRYWALL IS' O.C. MAX BPACMCs. ❑ 1'X4' OR I'X2' P.T. NAILER SECURE TO BR LOCK W-V&' CASING TAPCONS (MIN. SHANK SIZE .t45 MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y49 TTACH TO 2X PER WITHIN 8' 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 BLOCK +2 �� rN 11INDOlT TO HIACK +2 Ll4� l) SCALE, N.T.O. 2X4m SECURE TO BLOCK W/ V&' TAIRCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END ! NOTE, STRUCTURAL 2X 18' O,G. MAX SPACING. MUST BE ON OUTSIDE 4 2X6m SECURED THROUGH SEA BLOCK NON-STRUCTURAL i(4' TAPCON MIN. I -A' (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 • cm MIN. EMBEDMENT 149 - DRYWALL WITHIN V OF EACH END 4 IS' OZ. MAX SPACING. 'X4' OR I'X2' P.T. NAILER 2XSm SEGO BLOCK WQ-%l DOOR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 DOOR JAMB OR WINDOW WITHIN W OF EACH END 4 ATTACH TO 2X PER 18' O.G. MAX SPACING, MANUFACTURES DETAILS. DOOR JAMB TO BLACK +3" E ALE: N.T . I TO BIUOCK +3" 2X4m SECURE TO BLOCK W/ i(•' TAPCONS (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN W OF EACH END 4 NOTE, STRUCTURAL 2X IS,' O.C. MAX SPACING. MUST BE ON OUTSIDE A 2Xbm SECURED THROUGH SECURE TO BLOCK UW-11(•' NON-STRUCTURAL 14- TAPCONS(MIN. SWANK SIZE TAPCON MIN. I Yi 145 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT 049 S' OF EACH END 4 S. cm K• DRYWALL Xbm O.C. MAX SPACING 2X ❑ I'X4. OR IW- P.T. NAILER SECURE TO BLOCK W/2-Wo' 2X SECURE TO TAPCONS(MIN. SHANK SIZE STRUCTURAL MEMBER J45 W/(2A2d WITHIN S' OF EACH MIN, HEAD SIZE 300 END 4 b' TO V O.G. MAX MIN. EMBEDMENT I Y4) OCR CASING WITHIN W OF EACH END A DOOR JAMB OR WINDOW 18' OTC. MAX SPACING. TTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLOCK +3" (DOCALE, N.T.S. +3" 2X4m SECURE TO I5LOCK WUY4 TAPCONS(MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 NOTE: STRUCTURAL 2X WITHIN S' OF EACH END 4 MUST BE ON OUTSIDE I 18' Ojr. MAX SPACING. SECURED THROUGH 2Xbm NON-STRUCTURAL V SECURE TO BLOCK WA-1/4' TAPCON MIN. I-Y4 TAPCONB(MIN. SHANK SIZE EMBEDMENT INTO BLOCK 145 MIN. HEAD SIZE 300 , CMU MIN. EMBEDMENT I Y4) • DRYWALL WITHIN V OF EACH END 4 IS' O.C. MAX SPACING. X4' OR I•X2' P.T. NAILER 2XBa SECURE TO BLOCK WAA 7(•' O.S.B. X 4' MIN. TAM" (MIN SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 MR EMBEDI Y4) DOOR JAMB OR WINDOW WITHIN V OF EACH END 4 ATTACH TO 2X PER IS' OTC. MAX SPACING. MANUFACTURES DETAILS. xm . w AA-- rws. m moor ocamx', DOOR JAMB TO BLACK +3-7/38" MDIDOR TO BLOCK +3-7 18" C' SCALE: N.T.S. 2X4m SECURE TO BLOCK WY4 TAPCONS (MIN. SHANK SIZE .145 MIN. 14EAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN S' OF EACH END 4 NOTE, STRUCTURAL 2X 18' O,C. MAX SPACING. MUST BE ON OUTSIDE ! 2Xbm SECURED THROUGH SECURE TO BLOCK WA-1/4' NON-STRUCTURAL TApCOVS TAPCON MIN. 1-Y4 ('MIN. SHANK SIZE J45 EMBEDMENT INTO BLOCK MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) 8' CM WITHIN S' OF EACH END ! 1i' DRYWALL IS' O.C. MAX SPACMGH ❑ I'X4' OR I'X2' P.T. NAILER 2XS® SECURE TO BLOCK WA-1/4' P.T. X 4' MIN. TAPCONS CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 CT=TAC14 MIN. EMBEDMENT I Y4) JAMB OR WINDOW WITHIN S' OF EACH END ! TO 2X PER IS' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y4 ) DOOR JAMB TO BIACK +3 3/4" II -- WTO K+33 4' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdaetgngroup.com L AA S: 0003325 I MEN bEE aQQQ�7 QWQQ� 10 I I 8L78DIV. de LOT SILVERADO LOT #31 BLK #18 PROJECT* 04128.002-31181 MODEL4 4EAB "1672— ARIA" GARAGE BWING: RIGHT PAGE: DETAILS 150 MPH EXP. B. EICALE: 1/4"=1'-0" EIMMET D2 PRODUCT APPROVAL LISTING -STANDARD PRODUCT APPROVAL LISTING SHINGLE (STANDARD) EXPIRATION DATE 11473.9 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11473.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 104S6.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.14 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 F8CR 12/31/2020 13872.8 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13872.12 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10456.10 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10447.1 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10446.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.4 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10860.2 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11496.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 11495.5 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10441.3 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 13904.6 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10531.20 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 10S31.16 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2017 FBCR 12/31/2020 1065S.7 SIMPSON STRUCT. COMP. WOOD CONNECTORS 2027 FBCR 12/31/2020 FL 7473.1 EAGLE PRODUCTS ROOFING ROOF TILES 2017 FBCR 12/31/2020 FL 12019.1 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2017 FBCR 3/2/2030 FL38644.2 MI WINDOWS & DOORS FIXED GLASS 2017 FBCR 11/18/2022 FL17676.9 MI WINDOWS & DOORS SINGLE HUNG 2017 FBCR 12/31/2020 FL1S332 MI WINDOWS & DOORS SLIDING GLASS DOOR 2017 FBCR 12/31/2020 FL 15353.1 MI WINDOWS & DOORS WINDOWS MULLIONS 2017 FBCR 12/31/2020 FL15076.1 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2017 FBCR 12/31/2020 FL 5678.14 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL S684.3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2017 FBCR 12/31/2038 FL 1S279.S 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 10/13/2020 FL 10477.117 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 01/01/2021 FL 13192.2 JAMES HARDIE BOARD PANEL WALLS SIDING 2017 FBCR 12/31/2020 FL 13223.2 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 IKO SHINGLES 30 YEAR 2017 FBCR 9/6/2021 FL1S8.1 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 LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2017 (6th EDITION) BUILDING CODE INFORMATION SYSTEM W W W.FLORIDABUILDING.ORG CONTROL DATE: 06/05/2020 1441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com L AA N: 0003325 i 1_4 BUBDIV. ee LOT SILVERADO LOT #31 BLK #18 PROJECT 04128.00I-31181 MODMI .• 4EAB "1672- ARIA" GARAGE 8WWQ: RIGHT PAGE PRODUCT APPROVAL LISTING 150 H EXP, B R" 06/09/20 BCAL C: 1/4"=1'-0" BiIEET D3 Ol R]LD MIIAIC . R. A ®R%D OL roLD Mw1O P(. A 1 CR.AN • IR. C Ot IRD NIRO . A. A f. QYAN • Pf. 8 pow a • ® L►0.DI�W�•R.A aavAN.n.e A. FOLD P7. C ONR M. • T" rf. D TGUON EOROn R.YCE e. r KAMM tiArne wTa Hart NAL. ROD. OQ bKmcm. J' TWOC. D COAT CEwEW I•LAW01%0RU0104 N' 9 COAT ewlw F LA1TR (C w KM LAYER 9, MWINIDER 111UILDM6 PAPER epmom OR.Y) 0115 LAYER 9. OTWW 4 mmAr7 cN.YI LAP LAYlr Q INADM YRAP OVl. HALM R.MIN, iTc* MNiMA%7lRr OiY) Ram on cm s�uLLmED. M wu RASHIM D Wa4011f R+WIN. (.N [�i NTALL KIQ(GYT RAMM7 AT WTTQ'10 RDO/ . wLL MRRILCTIOIM ® KIC KO UT DETAIL wT■. tk MT NAL (NND OR I 6OLOHDo 12 e" WOOD SHEATHING OR C1U WR5 LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 4 TAPE OVER ROOF/WALL SCREED Z 5'X5' 'L' TYPE CONTINUOUS i GALV. 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. LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFI5ER ...... - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO I ' • 4. � ;////////////I SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-0% MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) i"I N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 wwwAbdeWgngroup.com AA #: 0003326 J 0 ` lidd 11: BVBDIV. ea LOT: SILVERADO LOT #31 BLK #18 PROJECT/ 04128.002-31181 HODEIA 4EAB "1672- ARIA" GARAGE 8WINC: RIGHT PAGE: WALL ASSEMBLY DETAILS %150 MPH DR. B aA rio DAR� 06/09/20 BCALE: 1/4"=1'-0" 8iiEET WA1 LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING METAL LATH: LATH TO BE PER SECTION R103.1.1 / ASTM C-841-OS, MIN. 2.5 LBS. PER 90. 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 • TOP 4 SIDES 9 DRYER VENT (BLOCK) BUILDING PAPE? OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESM FLASHING (INSTA PER MANUF. NOE BUILDING PAPE! UNDER 'QUICK R A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO r1�Gr i v I�F.c: r c STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I I �—ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER 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 CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRS LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWIAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO FAI EDGE APPLY E-I OVER 60 MI GRADE 'D' FELT -PROM: SEALANT AT JOINTS AND INTERSEGTIC �v2 3 WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER v2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MENDER • V OG. MAX 1 TI, aaMWLL ueEP eEeo 6' WIDE STRIP SELF ADHESWE PLAS64WA CLEAN MASONRY DEFORE APPLYING V FNSH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8' WRS LAYER M, - STUCCO WRAP 4777 CUT 'X' INTO SELF -ADHERING t MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRS LAYER 7 STEP #1 STEP 02 LAYER 01, STUCCO STUCCO WRAP APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 0 � SELF-ADHERNMG MEMBRANE FLASHING I URS LAYER 02, FORTIP15ER BUILDING PAPER STEP #4 ELASTOMERIG COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #& OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdosigngtoup.com AA #: 0003326 lilidd SUDDIV. s LOT SILVERADO LOT #31 BLK #18 PROJECT# 04128.002-31181 MCDELa 4EAB "1672- ARIA" GARAGE BVMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EIR B LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO UJOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — k 2 v2' k CORNER BEAD (FASTENER 4 SPACING a'l' O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY / � R�CORNER BEAD � BLOCK 1441 N. RONALD REAOAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.ebtleslgngroup.00m AA N: 0003326 A d „ atill BUIDDM & LOT SILVERADO LOT #31 BLK #18 PROJECT/► 04128.002-31181 MODEIA 4EAB "1672-ARIA" GARAGE 8WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD o"TRIlOT:ON BEYOND WOOD "ATWM �T �S16tIVE URATWOR BARRIERWM6TIVE uvs LPLAOMM AILA6NM6 1 L � \ WEATHER FEMSTW \� �\ STARTER 6TMP MATHER REMSTIVE BAFI \�\ .. y -ADFERMf+gDFIRMG � GALV'D FETAL 6ALvb METAL W FLASHNS hum6 \ ' W X • t'ET1ClDR I �W CLAP wc� OR A -PROVED 6EALANT CAGM SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C-841-09, MIN. 2.5 L55. PER 90. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) LEGEND DRAINAGE PLANE (WR5 LAYER 01, STUCCO WRAP) WR5 LAYER 02 (FORTIFI5ER — — — • — 5UILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd•signgroup.com AA N: 0003325 A 3 J • y� N �a suHDIv. as LOT: SILVERADO LOT #31 BLK #18 P1OJWT* 04128.002-31181 MODEU 4EAB "1672-ARIA" GAVAGIC 8711NG: RIGHT PALM: WALL ASSEMBLY DETAILS 150 MPH EXP B \\ .• 1/8' TEXTURED \ FINISH • WOOD, 1/2' TEXTURED x 2x6 SUB-BANb F�1°H CM x x x W/I'x4' NOTCH S METAL LATH x x x x x END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP oWOO R SHEATHING x x x x x x ,:. 1 DRIP EDGE P\ WRS LAYER 9, STUCCO UJRAPlFRAME ONLY) x x x x x x x x x x x x x x x x x x \ — WRIS LAYER @, FORTIFISER x x x x x x x x x x x x x I 1/8' TEXTURED I\ FINISH • WOOD I \\ 2X6 SUM BAND �^ BUIILLDEWO IP CKLrAPER RooFiNG CEMENT 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 FRAME OR CMU -FELT PAPER 1/2' TEXTURED \ x x x x x x x x x x FINISH ®CMU \\ DRIP EDP x x x x x x x x x x DRIP EDGE \ x x x x x x x x CIAMETAL FASC(REFERENCE \\\ METa xlac our x x x x x POINT WRAP YS FROM ©PL �� i� !.� ONLY FOR WALL OFF STUCCO, i FROM \ x SET OF COMPONENTS) WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ \` NOTE: NOTCH FOR 2X6 \\ SUB BAND ONLY ®ELEVATION ®i=LAN A ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK(BEYOND) \ DRIP EDGE, I' OFF WALL VNOT INTO STUCCO) TEXTURED FINISH O WOOD, 1/2' TEXTURED / FINISH 0 CMU -2xb SUB -BAND W/I'x4' NOTCH o END, WRAPPED IN PEEL t STICK METAL FASCIA WRAP I' OFF - WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE -ENG'D TRUSS TO BE CUT w WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-0' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/I4'x4' NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ® WALL W/KICK- OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Wx4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT +� 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 WAt 'x4' NOTCH END, WRAPPED IN PEEL t STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAOAN BLVD LONGWOOD, FL 32750 PH:407-7748078 FAX 407-7744078 www.abdomigngroup.com AA M: 0003325 m J i L i BXMDM & LOT SILVERADO LOT #31 BLK #18 PROMWT* 04128.002-31181 MODMIo 4EAB "1672—ARIA" GARAOffi SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP B FOUNDATION NOTES EXTEND SLAB 1 1/2' - I FM-12X12 4• CONC. 1 1.1 I' SLAB m IN 1 4 Ep I �3 1/2 -' °• F-24X24 I ILL . 10 c I FM-12X18 1 I 1.1 � I I C I a0 SLAB�T i � IICCHAS FOR �cS ISLAND i 1 LL 1.1 m I x I I I� ILL • ( T v I I 2g ` 4'PVC y I EXTEND ``` ��CHASE SLAB 1 1/2" .4$03 112 4' CONC. SLAB 1.1 2,'4•` "2'-8' 17�-8' T io I I I T-W I �I 7 W T N gl 1Lu ~ LL 1,1 EXTEND O FM-12X18 SLAB 1 112" �i 2 )4" CONC. I SLAB O al I 6' 31d" 6- I7 -31/2 �J LLI ILL 2 1 =p 1. FM -12X78 FM4 -12X18 � 71/2 I 1 1.1 L_ FM_12X18 1.1 J 4 1'1 _ FM-12X18 _ _ 1.1 _ FM-11212 16-o" 2'-8' 1. SEE SLAB SCHEDULE FOR SLAB REQUIREMENTS. SEE GENERAL NOTES FOR COMPACTING REQUIREMENTS. 2. TOP OF FINISHED SLAB SHALL BE +4-0'. 3. COLUMN AND FOOTING CENTERLINES, SHALL COINCIDE UNLESS DIMENSIONED OTHERWISE. 4. REFERENCE ELEVATION +4-0% 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. 6. PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2' FELT PAPER AT THE JOINT. 7. COORDINATE SLAB ELEVATIONS, STEPS, AND SLOPES WITH ARCHITECTURAL DRAWINGS. 8. SEE ARCHITECTURAL DRAWINGS FOR THE ORIENTATION OF THE BUILDING. 9. WINDOWS, DOORS AND ROUGH OPENINGS ARE TO BE COORDINATED WITH THE WINDOW/DOOR TYPES AND LOCATIONS NOTED ON THE ARCHITECTURAL DRAWINGS AND WITH THE MANUFACTURES SPECIFICATIONS. 10. SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. 11.OINDICATED #5 BAR, OINDICATES #6 BAFIRNDICATES #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 (#5 = 30', #6 =36'), AND REINFORCING SHALL BE CONTINUOUS. 13. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGNED WAS BASED ON ALL ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 14. VERTICAL REINFORCING IN CMU SHALL BE #5'S AS SHOWN ON THIS PLAN, UNLESS OTHERWISE 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. 630-13(ASCE 5-13, USING: Pm = 1,500 PSI, TYPE "M" OR"S" MORTAR, ASTM C476 GROUT (3000 PSI), UNITS LAID IN RUNNING BOND. 16. 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, 6th EDITION SLAB SCHEDULE SLAB THICKNESS I REINF. REMARKS Bx8 W I AXW1.4 OVER GENERAL 3 1/2, 8 MIL VAPOR COMPACTED FILL BARRIER FOOTING SCHEDULE PROVIDE CORNER BARS SAME SIZE OUANTITY AS BARS IN FOUNDATION WITH 30' LEG EACH WAY. MARK WIDTH LENGTH THICKNESS BOTTOM REINF. I TOP REINF. T.O.F. SHORT LONG FM-12x18 12' CONTINUOUS 18' - (2) #5's (+)0'-0' FMC-12xi8 12' CONTINUOUS 18, - s - VARIES F-24x24 24' 24' 12' 2 # s s (_ p•.q• FM-12X12 12' CONTINUOUS 12' - (2) #5'6 TE-1 81 SEE PLAN 8• - 1 # s - 0'.p• FOUNDATION PLAN SCALE: 1/4• = 1'-W ti N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdaslgngroup.00m AA #: 0003325 q P J a _z avaDtV de ]LOT: SILVERADO LOT #31 BLK #18 PROJECT# 04128.002-31181 MODEM 4EAB "1672-ARIA" GARAGE BWMG: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B DAMS.• 06/09/20 BCA=: 1/4"=1'-0" sk[EET s1 - 30° WIN MIN. EACH WAY MONOLITHIC FOOTING Z. STEEL REINFORCING IN GROUTED _ STEEL REINFORCING IN GROUTED — �� G CELL SEE PLAN FOR SIZE AND d a 0 CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS i, v a SPACING REQUIREMENTS GARAGE DOOR mW V W� RECESS U a cr E °. � FM 5 ¢ y Z 8' CMU WALL O 8' CMU WALL '� I .. CORNER BARS, SAME SIZE AS BAR Lu UJ 8• IN FOUNDATION WITH 3W LEG EACH I W U cn +- 0'-0' r 0'-0' WAY AT ALL CHANGES IN DIRECTIONS 9 vil t!1 TOP OF SLAB TOP OF SLAB I ... - SO THAT THE STEEL REINF. IS CONTINUOUS ' 9 ° °L MATCH AMOUNT OF CONTINUOUS BARS I CURB FOR a EXT. PORCH SLAB SEE SLAB SCHEDULE SAR SIZE 48 BAR DIA. 4' CHAMFER (1-STORE' : PORCH SLAB AR S SEE SLAB SCHEDULE TOP OF GARAGE ° v I— CONTINUOUS STEEL MONOLITHIC I ° FOOTING REINFORCEMENT SEE SCHEDULE MASONRY UNITS SET 7;0. AT ELEV: W/ tl2' ISOLATION JOINT (WHERE < 6 . • - • t 8' CHAMFER (2-STOR1� #3 18' #4 EXT. ISOLATION I 4' CHAMFER (1 STORY) l� -T 8' CHAMFER (2STORY) 0'-0' APPLICABLE) Z SEE SCHEDULE #5 JOINT (WHERE JOINT NT APPLICABLE ) Z36'_ • • EE SCHEDULE 4. WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING i FOR WxD, BAR SIZE #B til FOR WxD, BAR SIZE DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST AND BAR QUANTITY AND BAR QUANTITY NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO #7 EXTERIOR MONO -FOOTING EXTERIOR MONO -FOOTING MONOLITHIC FOUNDATION RECESS AROUND GARAGE 1 SCALE:34'=,'-0 2 GARAGE SCALE:34'=1'-0' CORNER BARS DETAIL 4 DOOR OPENING SCALE: 3/4'=1'-0' LAP TOP PLATE A MIN. OF 48' LAP TOP PLATE A MIN, OF 48' AND NAIL W/ 18d COMMON AND NAIL W/ 18d COMMON NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT NAILS, 2-ROWS, 4' O/C STM. VERIFY HEIGHT LAP TO OCCUR OVER STUD OF WALL W/ PLAN LAP TO OCCUR OVER STUD OF WALL W/ PLAN W Wu1 I 2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP 20 OR 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE 2' CAPPED y S NEW REINF. BAR No 2 STUDS SEE PLANS FOR SECURE BT, PLATE 70 SLAB W/ PLANS FOR SPACING. SINGLE GALVANIZED PIPE W/FLANGE O BASE SECURED W/ 2- PART SPACING. SINGLE BTM. PLATE TO BE PT. PROVIDE DBL. TOP 1/2W WEDGE ANCHOR W/ 2'SECURE BTM. PLATE TO BE PT. PLATE 'L EPDXY. MIN. EMBED Q 8', UNO PLATE WASHER SET IN HIGH STRENGTH EPDXY 5-1/2' E MBED. MIN. O 16' OC ST. TO PROVIDE DBL. TOP PLATE SLAB W/tOd MASONRY 4 _ O FOLLOW ALL MANF. SIMPSON SPH4 OR SPHB MAX. NAIL 18' O/C STAGGERED. ¢ SPECIFICATIONS FOR 1n ¢ I BTM AND TOP PLATE ADDITIONAL METAL ¢S USE AND ANCHORS W/,Od x 1 1/2'REQUIRED CONNECTORS NOT SECURE FLANGE TO F PREPARATION OF (D COMMON NAILS FILL ALL WHEN NO SLAB W/(4) 1/4' X 2 1/4' HOLE. ¢ HOLES, DO NOT USE 10d W N UPLIFT IS PRESENT. W APCONS LT x 3' ¢¢ SEE SLAB SCHEDULE SEE SLAB SCHEDULE Q Q U-01 + o' -o ,Pa T+- OP OF SLAB .. - TOP OF SLAB ° 4' CHAMFER (I -STORY) 8' CHAMFER (2-STORY) : a.;EQ.EQ.j<jSEE �_tANDBAR SCHEDULE EQ. EQ.ULE FOR WxD, BAR SIZE SIZE b BOLLARD ADDING BAR TO AND BAR QUANTITY NTITY SCALE: 3/4'=,'-0• MONOLITHIC FOUNDATION -7 INTERIOR CURB FOUNDATION WOOD WALL . INTERIOR CURB FOUNDATION WOOD WALL 6 o SCALE:34'=1'-0' (NO UPLIFT) SCALE:3/4'=1'-0' SCAlE:34'=1'-0' (W/UPLIFT) LAP TOP PLATE A MIN. OF ----------- AND NAIL W/ 18d COMMON STEEL REINFORCING IN GROUTED NAILS, 2-ROWS, 4' O/C BTM. VERIFY HEIGHT 1! CELL SEE PLAN FOR SIZE AND LAP TO OCCUR OVER STUD OF WALL W/ PLAN SPACING REQUIREMENTS Z 200R 2x8 WOOD BEARING PROVIDE BLOCKING WALL W/ SYP No 2 STUDS SEE a a PLANS FOR SPACING. SINGLE BTM. PLATE TO BE PT. SECURE ST. PLATE TO O } QQ C PROVIDE DBL. TOP PLATE SLAB Whod MASONRY NAIL m W 16' O/C STAGGERED. ADDITIONAL METAL U d CONNECTORS NOT REQUIRED WHEN NO ¢O 1n 8' CMU WALL UPLIFT IS PRESENT. ? POURED LINTEL CONT. (fYP.) 8' CMU FILLED CELL (TYP.) TOP OF SLAB•'0'' as 2X WALL FRAMING SEE SLAB SCHEDULE SEE SLAB SCHEDULE 1/2' DIA. SIMPSON STB2 BOLTS 5' r 0'-0' Z Z — • MINIMUM EMBEDMENT INTO TOP OF SLAB a • f 'ISOLATED' COLUMN PAD It GROUTED CELL, 4' FROM ENDS AND •. CENTERED UNDER WALL AND 16' O.C. VERTICALLY MAX . POURED MONOLITHICALLY WITH '.• T— — FOUNDATION AND SLAB SEE SCHEDULE SEE SCHEDULE .;-� . FOR WxD, BAR SIZE FOR WxD, BAR SIZE AND BAR QUANTITY AND BAR QUANTITY COMBINED EXTERIOR MONO- INTERIOR FRAME BRIG WALL TO INTERIOR FOUNDATION WOOD WALL FOOTING AND COL. PAD 1 BLOCK WALL CONNECTION BDALE:34=''-0 (NO UPLIFT) 10 SCALE:34'=1'-0' 1 1 SCALE:3/4'=1'-0' 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL32700 PH: 407-774-6078 FAK 407-774.4078 wwwabdoeigngfoup.com L AA #: 0003325 Y V h 91 a SVHDIV. Ic LOT: SILVERADO LOT #31 BLK #18 PROJECT* 04128.002-31181 MODEL? 4EAB "1672- ARIA" OARAGE SWUNG: RIGHT PAGE: DETAILS 150 MPH E . B DOWEL PLAN SCALE: 1/4" = P-0" 1441 N. RONALD REAGAN 8L LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdosigngroup.com L AA M: 0003325 IStMDIV ae LOT SILVERADO LOT #31 BLK #18 pmonICTIP 04128.002-31181 1gODEIe 4EAB "1672— ARIA" GARAGE S7►ING: RIGHT PAGE: DOWEL PLAN 150 MEU E -vim D TE 08/09/20 SCALE: 1/4"=1'-0" 11HE T s1.2 TIE VERTICAL REBAR TO HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM - VARIES PER ELEV. Z n 41 N Q o CLEAN OUT REQUIRED FOR INSPECTION 'M 1 0'-0' FIN. FLR. TIE ERTICAL E.A.R 4 TO HORIZONTAL + REBAR W/ 10' HOOK BAR SIZE 48 BAR DIA. Zul #3 18' f > #4 24' U #5 30' #6 36' #7 42' HORIZONTAUVERTICAL REINFORCING 1 SCALE: 3/4'-1'-0' z STEEL REINFORCING IN GROUTED CELL SEE PLAN FOR SIZE AND SPACING REQUIREMENTS a mW 4o ¢O cn Z 8' CMU WALL 0 SEE SLAB SCHEDULE EXT. PORCH SLAB 4' CHAMFER (1 STORY) W/ 1/2' ISOLATION 6' CHAMFER (2STORY) JOINT (WHERE APPLICABLE) Z MATCH STEEL 6' PVC CHASE i REINFORCEMENT PER SCHEDULE THRU FOOTING SEE SCHEDULE FOR WxD BAR SIZE i Ur yr sun- 4 ivrc�rsun- LU BAR SIZE 48 BAR DIA. > 1 e a•+ n < a #3 18' i�0 #4 24' #5 30' 6' PVC CHASE THRU FOOTING MATCH STEEL REINFORCEMENT PER SCHEDULE AND BAR QUANTITY PVC CHASE G�THq� #5 BARS R.i CMU UNIT DIMENSIONS ARE NOMINAL SIZES MASONRY SYMBOLS 1441 N. RONALD REAGAN BLVD LONGMOD, FL32750 PH:407-7748078 FAX: 407-774 1078 www.abdosigngroup.com AA #: 0003325 a b �a eUBDiV a• LOT SILVERADO LOT #31 BLK #18 PROJECT# 04128.002-31181 HODEli 4EAB "1672-ARIA" GARAGE •WING: RIGHT PAGE: DETAILS 150 MPH E . B DRmT A 06/09/20 SCALE: 1/4"=1'-0" eNIZET S1.2A FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF_ SIMPSON HETA16 W/ (9) 10d x i 1/2' HOG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 10d x 1 1/2' HDG NAILS, WOOD TO WOOD: SIMPSON HIOA OR LGT2 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-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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CASTCRETE CONCRETE LINTELS. 6. 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 20 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 P8S36, .177" ° x 2 7/8" LONG, WITH WASHER 0 16' 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 0'-0', FINISH FLOOR. UNLESS NOTED OTHERWISE. HEADER SCHEDULE MARK DE$&. REMARK Q 1 (2) 2XII BEAM SCHEDULE ZZZZM 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 (c WkE, REINFORCEMENT STIRRUPS REMARKS BTM. TOP MID SIZE SPACING BB1 MASONRY 3000 8x8 (1)MB N/A GROUTED SOLID "CAST-CRETE" SAFE LOAD TABLES SAFE LATERAL LOADS FOR SAFE GRAVITY LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS W PRECAST & PRESTRESSED U-LINTELS SAFE UPLIFT LOADS FOR 8' PRECAST & PRESTRESSED U-LINTELS JNSB SAFE LOAD - POUNDS PER LINEAR FOOT � SAFo GOAD I6mr-6NA I SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH- ow TV (421 PRECAST 2231 W-W (481 PRECAST 1/88 4'4' (649 PRECAST 16// S4' (641 PRECAST 1217 5.10' (rot PRECAST 1062 " (M PRECAST 006 r-r Wj PRECAST 743 S4' (11:n PRECAST 664 194' (128) PRECAST 475 11'4' (126') PRECAST 302 1" (1441 PRECAST 337 IT-V (160') PRECAST 216 W-V (16n PRECAST 279 1M4' (1761 PRE6TRE88IM N.R. 1" (1641 PRESTRESS® N.R. 1r4' R61 PRE NA 1S4' RM PRESTRIESSM N.R. 21'4' fAn PR68TRF86E) N.R. 2r-W M41 PRESTO N.R 2C4r (1681 PREFIRE88ED N R 0mm0�0m O�mmm�� 0m00000 ��m0�00 oomQ!oom mmmomoo ®�0000 mmmmm=m mmovol mm000moi �m000Q��. OD®DODO 00000mo oom0000 oomo■�ov oomomoca momms�aoo ®��0m0E7 a�om0o©o MC31 O m=mD"m""® 0©000�0 ®0w::x"00" 00000a�ao 0MMEER"0"Emm oa�0000© �0l�Kzmlm0©©� 1N1 =4M 061 4M 16 1214 (4) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -ALL VALUES TAKEN FROM Wn LOAD TABLES' BY CASTCRETE MAY 201E EDITION -ALL PRECAST PRODUCTS ARE TO BE INSTALLED PER MANUFACTURES SPECIFICATIONS Y-0' (421 PRECAST 102E 1024 1685 3-4' (421 PRECAST 4'4Y (4S1 PRECAST 768 I= 4'-0' (461 PRECAST P!' P41 PRECAST W Ion 4'41' (541 PRECAST " (64') PRECAST 411 745 S4' (84') PRECAST V40' (7W) PRECAST 330 816 r-17 (m PRECAST So (76') PRECAST f328 721 400 V-S' IT61 PRECAST r$ (/01 PRECAST 534 388 r4r (M PRECAST S4' (112) PRECAST 512 280 S4' (1121 PRECAST IW-C (126) PRECAST 401 160 10-C (12r) PRECAST 11'4' (196) PRECAST 290 452 154 11'4' (120') PRECAST Ir-W (1441 PRECAST 244 402 IV 124' (1441 PRECAST I" (1S0') PRECAST 217 324 110 114' (160) PRECAST 14'4r (1SS) PRECAST 206 213 100 If-W (IWI PRECAST 14.4' (1751 PREVRESSED NA 284 111 14'-0 (1761 PRE8TR588ED 184' (184') PAEBTRF88® N.R. 26/ 88 IS4- (1641 PRESTRESFD 1r4' Wn PRESTRMW N.R. 194 64 Ir4' R0S1 PRESTRENSD 1S4' (292') PREBTR N.R. 140 62 IFW Mn PRESTRESSED 21'W (29r) PRE8111EBBEp NA 125 42 21-W Mn PREMYOM V41' R641 PREBT N.R. 110 40 274r PV) PRE81R�8ED W-W Mn PRESTRESSED I N.R. 1 91 1 33 1 24'41' On PRESTRESSED (S) THE NUMBERS IN PARENTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. -PRECAST PRODUCTS BY OTHERS TO MEETOR FXC® VALUES STATED ABOVE - PROVIDE MINIMUM C OF BEARING PAST EACH SIDE OF WINDOW OPENING PRODUCT CONTROL NOTICE OF ACCEPTANCE F.E.C.P. CORPORATION-CASTE-CRETE DIVISION ACCEPTANCE S: 16-0126.03 I 1 1 ♦ ♦ ♦7�z 1 1O �m UNO, PROVIDE BB1 WHERE ROOF TRUSSES BEAR, TOP OF WALL EL. 8'-8', UNO. 11% 8F8- I ♦ 1T/OM/OR 1 I ♦♦ 1 1 1 I ♦♦ 1 1 1 1 1 I ♦ 1 81`16-1T/OM/OB 1 1 1 L-------------�� r � I I L-----J BF28-1T/OWOB LIFT BEAM PLAN SCALE: 1/4' = l'-W 1 i I 1 1 4 1 1 1 1 1 1 1 1 t 1 i 1 1 1 1 I 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 i 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 1 1 1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdosigngroup.com AA 6: 000332E 04 m Ti( aunDIV ae LOT SILVERADO LOT #31 BLK #18 PR0JECT114 04128.002-31181 HODRU 4EAB "1672-ARIA" CARACE awsz C RIGHT PACE: LIFT BEAM PLAN AND NOTES 150 MPH W. B NOTES TO THE INSPECTOR/CONTRACTOR #5 CORNER BAR W/ 30' LAP FOR EACH COURSE OF BOND BEAM VERTICAL REBAR W/ 10' HOOK #5 BAR IN BOND BEAM CORNER 1 REINFORCING OF BOND BEAM SCALE: 3/4'=1'-O' OPEN FACE SHELL SO AS TO ALLOW BENT BAR TO BE PLACED IN UPPER AND LOWER BOND BEAM DBL. BOND BEAM AT HIGHER ELEVATION DBL. BOND BEAM AT LOWER ELEVATION #5 BAR BENT AS SHOWN 1p, Z.fi #5 MIN. REQUIRED IN EACH CELL HOOKED IN TOP BOND BEAM W/ STANDARD ACI HOOK CORNER BARS AT CORNER STEP 3 SCALE: 3/4'=1'-0' PROVIDE 3' DIA. HOLE IN LINTEL SO THAT VERT. REINF. BAR CONTINUES THROUGH LINTEL. -E REINF. SARIS), 3ROUTS BENEATH SINGLE LINTEL, MULTIPLE OPENINGS 6 SCALE: 3/a'=1'-0' C,G�aOF PLACE STEEL REINFORCING (1-2) AS DEPICTED HEREIN, PgSP��P 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 REQUIRED 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 #5 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. B. UNO COMPOSITE MASONRY BEAM IS TO BE NOT LESS THAN 16' DEEP. F = FILLED W/ GROUT / U=UNFILLED IOMINAL I JIDTH �# OF #5'S, IN 2ND BOND BEAM COURSE NOMINAL , Y• HEIGHT #OF#5'S,TOP � IT IS THIS ENGINEER'S INTENT BOND BEAM COURSE THAT XFXX-1T/1 MOB INDICATES A DOUBLE BOND BEAM # OF 05'S, BOTTOM AND XFXX - tTMMMB INDICATES A SINGLE BOND BEAM PLACED IN LINTEL IT IS THIS ENGINEER'S INTENT AND XUXX-1T/1M/OB INDICATES A DOUBLE BOND BEAM ABOVE UNFILLED LINTEL WINDOW PRE -CAST .31M WINDOW SILL z ^SLOPE TYPICAL MASONRY WINDOW SILL CONSTRUCTION 4 SCALE: 1 1/2'=1'-O' I- SINGLE #5 CORNER BAR, 3OX30 TURNED UP OR TURNED DOWN INTO STEEL REINF. OF FILLED CELL BOND. BEAM PROVIDE #5 BAR STEEL REINF. OF AT EACH SIDEOF ELEVATION BOND. BEAM CHANGE CHANGE IN DDELEVATION OF BOND BEAM y4=,'-D BOND BEAM TYP. B'xt8• I BONDBEAMV115 #5 8x16 DBL. BOND TOP OF BEAM W/ (1) #5 BAR BOND BEAM EACH COURSE 8x8 BOND BEAM TOP OF W/ (1) #5 BAR.` _ BOND BEAM GROUT SOLID FROM TOP LINTEL TO TOP OF BOND OF OPENING BEAM, IF FILLED LINTEL. SEE NOTE 5 Bx8 PRE -CAST CONCRETE LINTEL W/ (1) #5 BAR (1-2) LENGTH OF BAR = WIDTH OF MASONRY OPENING-2' BEAM DESIGNATION OR �f 8x8 PRE -CAST CONCRETE G SCALE: 3/4'=1'-0• LINTEL, W/O STEEL (Lt) REFER TO PLAN FOR LOCATIONS PRECAST HEADER(MIN) 20 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PINID SHANK SIZE.145 MIN H SIZE .300 MIN EMBEDM 1/4') 8' FROM EACH EN 18' O.C. MAX. MIN 1-1/4 EMBEDMENT 2x6 (MIN 2 X 3) 2-3/16 T OR DRIVE PIN (MIN SHA SIZE.145 MIN HEAD SIZMIN EMBEDMENT 1 1/4'FROM EACH END AND O.C. MAX. MIN 1-1/4'EMBEDMENT 2X8 (MIN 2 X 3) 2-3116 TAPCON OR DRIVE PINSHANK SIZE.145 MIN H SIZE .300 MIN EMBEDMENT 1 2X4 SOLID BLOCKING - 1/4') 8• FROM EACH END AND SECURE TO SHEATHING W/ 18' O.C. MAX. MIN 1-1/4' MIN. 2-12d PER BLK. EA. END EMBEDMENT W OSS SHEATHING IU WALL ARCHWAY FRAMING DETAIL 5 SCALE: 3/4'=1'-0' 1441 N- RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.ebde#Igngroup.wm L AA #: 0003325 14 a O G m a �o mm 8UNDM AB LOT: SILVERADO LOT #31 BLK #18 PROJECT/ 04128.002-31181 MODEL 4EAB "1672—ARIA" GARAGE 8AING: RIGHT PAGE: DETAILS 150 MPH EXP. B FRAMING NOTES: 1. U.N.O. ALL STRAPS FOR ROOF TRUSSES TO BE CONCRETE TO WOOD ROOF: SIMPSON HETA16 W/ (9) 1Od x 1 1/2" HDG NAILS. CONCRETE TO WOOD FLOOR: SIMPSON LTA2 W/ (8) 1Od x 1 1/2' HOG NAILS, WOOD TO WOOD: SIMPSON H10A OR LGT2 W/ 1Dd 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-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. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE, CONNECTERS ARE TO BE GALVANIZED. 5. LINTELS AND MASONRY BEAMS WERE DESIGNED BASED ON CAST-CRETE CONCRETE LINTELS. 6. 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 PB538, .177' ° x 2 7/8' LONG, WITH WASHER 0 16' 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 0'-0', FINISH 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 TRAYS AND COFFERS ARE NOT SHOWN ON THIS PLAN IN ORDER TO AVOID CONFUSION AND MISTAKES. 3. TRUSS COMPANY / ENGINEER IS RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 4. AVOID PLACING A TRUSS PERPENDICULAR TO A STEEL COLUMN. MAINTAIN AT LEAST 8' FROM THE CENTER OF THE COLUMN. 2X4 BLOCKING BETWEEN TRUSSES 24' O.C. TOE NAILED TO ADJACENT TRUSSES W/ (2) 16d COMMON NAILS & SECURE TO BM. W/ SIMPSON LTA2 USED TO ' 3 BRACE TOP OF WALL. CJ1 CJ3 I o as H EJ7 N � � Yqq NH N yY N N N tl X M AlACA'-O'Al2xSLABTO tl Y I I N TRUSS W/ 1Od NAILS ® 6' O.C. X H H n s� (4" FROM EA. END) GT a----a®aea --- a yA a.®=—\Q . ----a—ea --- as.®as�eQs ............ { T® ROOF TRUSSES @ 2C O.C. MAX Q ....s—s—seems----e s—.----aasp s—ems WFU T— aa�.so.a®essm�se�.:ma as�e�sa�ss�s�s:.:ems ........e .®.®e a ....ems. v...e.®... to I I A2 s .ssesss.s®e�s�e�. s .:yes:� 22k�ss�e®. ATTIC I ' .o� a �CCE�� A3 ��Q a�aea�asses..s®es�. s A4 1A 1 A7 V4 a 77 — — GT A8G s::=e:a. a A 1A X H N II II H Y .'.Es—aa.aa — pgN pp11 11 8 A El A A N N r�r_c 8 7 � FRAMING PLAN SCALE: 1/4' = 1'-W CJ1 CJ3 4 CJ5 IA .1 �5 1A .1 CJ5 CJ3 F d N. RONALD REAGAN BI LONGWOOD,FL32750 PH: 407-774-6078 FAX 407-774-4078 www.ebdestgngroup.com AA B: 0003325 Gt N 9UBZ)m !Y LOT: SILVERADO LOT #31 BILK #18 PROJECT 04128.00—31181 MODEL1 4EAB "1672— ARIA" GARAGE 8MNC: RIGHT PACE: FRAMING PLAN 150 H E . B apturr w08/09/20 ECALE: 1/4"=1'-0" E*MZT S3 A-(l) SIMPSON HETA16 TRUSS ANCHOR WITH (9) 10d x 1 J' NAILS TO TRUSS 842) SIMPSON HETA76 TRUSS ANCHOR WITH (12) 16d x 1 }' NAILS TO TRUSS DBL STRAP, 1 EACH SIDE WRAPS UP AND OVER TRUSS (NOT SHOWN) Cjl) SIMPSON LGT2 GIRDER TIEDOWN WITH (16) 10d x 3 e NAILS TO GIRDER AND (2) SIMPSON HETA16 TRUSS ANCHORS WITH (12) 16d x 3 J' NAILS TO GIRDER W, 2x WOOD FASCIA SEE ARCHITECTURAL 2x SECURED W/ (3)16d GALV. COMMON NAILS. 1x2 SECURED W/ 10d GALV. COMMON NAILS 12' O/C MASONRY BOND BEAM SEE SCHEDULE PLYWOOD SHEATHING, SEE 'ROOFNVALUFLOOR SHEATHING FASTENER SCHEDULE' NOTE: A PT SYP 42 2' x 4", 6', 8' x 4'-0' MAY BE ADDED W/ 10d NAILS, 2 ROWS, 3' O/C TO FACILITATE ONE ADDITIONAL PLY MAX. TO ACCOMMODATE TRUSS ANCHOR REQUIREMENTS. ENGINEERED WOOD TRUSSES O 24- O/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL A ALLOWABLE UPLIFT = U:1810 LBS, L:770 LBS (1 PLY) 8 ALLOWABLE UPLIFT : U:2365 LBS, 1-1430 LBS (2 OR 3 PLY) C ALLOWABLE UPLIFT = U:2705 LBS (2 PLY) c TYPICAL TRUSS/ la lb 1 34 _,.9 GIRDER CONNECTOR(S) OUTER 1/3 ( SPAN ONLY NOTCH DEPTH 1/4•D ?,,r' HOLE EDGE>5'8• �`OLE DIAMETER 2/5•D SGL. STUD BTM.- PLATE ENGINEERED WOOD TRUSSE PLYWOOD SHEATHING, SEE O 24' O/C, SUBMIT SHOP 'ROORWALLIFLOOR DRAWINGS FOR REVIEW SHEATHING AND APPROVAL FASTENER SCHEDULE' (1) SIMPSON HETA16 TRUSS ANCHOR WITH NOTE: A PT SYP 42 2' x 4'. (9) 10d x 1 k' NAILS TO 6% 8" x 4'-0' MAY BE ADDED GIRDER, PROVIDE 5' W/ 10d NAILS, 2 ROWS, 3' MINIMUM CONCRETE O/C TO FACILITATE ONE EMBEDMENT. USED IN ADDITIONAL PLY MAX. TO CONJUNCTION WITH ACCOMMODATE GIRDER HEAVY UPLIFT TIEDOWN REQUIREMENTS. CONNECTOR 1--A-(1) SIMPSON LGT3-SDS2.5 GIRDER TIEDOWN WITH (4) li x 5" TITEN HD TO CMU AND (12) BOB }' x 2 e TO GIRDER B-(1) SIMPSON FGTR GIRDER TIEDOWN WITH (2) k x 6'TITEN HD TO CMU AND (18) BOB } x lx2, 2x WOOD FASCIA SEE ARCHITECTURAL 3' TO GIRDER 2x SECURED WI (3) 16d C-(2) SIMPSON FGTR GIRDER TIEDOWNS WITH GALV. COMMON NAILS. (2) e x 5TITEN HD TO CMU AND (18) SDS }' x 3' ix2 SECURED W/ 10d MASONRY BOND SCREWS TO GIRDER (EACH TIEDOWN) GALV, COMMON NAILS BEAM ENSURE THAT CELLS ARE GROUTED 12,010 SEE SCHEDULE SOLID, 8' EACH WAY OF BOLTS A ALLOWABLE UPLIFT - 3285 LBS (2 OR 3 PLY) B ALLOWABLE UPLIFT = 4725 LBS (2 PLY MIN.) C ALLOWABLE UPLIFT = 8885 LBS (2 PLY MIN.) TYPICAL ROOF 211 2b 2c SCALE: a=,-D GIRDER CONNECTOR(S) 41100 UPLIFT SIMPSON — HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 114• TITEN 2 ANCHORS TO CONT POURED LINTEL 4 1900 UPLIFT (2) SIMPSON HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WH0 10d TO TRUSS AND (4) 1/4' x 2 1/4' TITEN 2 ANCHORS TO CONT POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM �-- TITEN 2 ANCHORS MIN. 2' COVER & 2' APART REPAIR OF MULTIPLE MISPLACED EMBEDDED TRUSS ANCHOR 3 SCALE: 3/4'=1'-0' (2) 2X4 No.2 SYP DIAG. 2x4 BLOCKING BETWEEN BRACE W/ (3) 12d O EA. TRUSSES WHERE TRUSS (DIAG. BRACE TO X-BRACING IS PRESENT AT COVER 5 TRUSSES) 4'-0' O.C. (AT SHEATHING 0'-0' TO 30'-0- (1)'X' BRACE SEAMS) 30-1' TO 6V-0 (3) -X- BRACE SECURE 2x8 PT. PLATE (1)'X' BRACE* CENTER TO BILK W/ 1/2' DIA. (2)'X' BRACE DIVIDED EQUALLY ANCHOR BOLT W/ 2' FROM CENTER TO END. WASHER SET IN HIGH 2x WOOD FASCIA, STRENGTH EPDXY 6' SEE ARCHITECTURAL MIN. EMBED. AT 32' OC MAX. PRE-ENG GABLE TRUSS SECURE GABLE TO 2x8 P.T. PLATE W/ 12d's 8' STIFFBACK (AS PER O.C. MAX TRUSS ENG) CONT. 2x4 SECURED W/ (2) 10d's O EACH TRUSS TO BE INSTALLED O 10-0' O.C. MAX. SEE SCHEDULE FOR BOND BEAM RED. BLOCK WALL W/ GABLE END ' PRE-ENG'D TRUSS SCALE: 314's1'-0' THE USE OF ALTERNATE MATERIALS MAY BE USED SO LONG AS THEY CONFORM TO THE FOLLOWING 1. METAL STRAPS FOR ROOF AND FLOOR CONNECTIONS A) AN ALTERNATE STRAP MAY BE USED SO LONG AS THE NEW STRAP HAS EQUIVALENT OR GREATER UPLIFT AND LATERAL (F1 AND F2) LOAD CAPACITIES LE EDGE >5/8' AS THE ONE SPECIFIED, CONCURRENTLY, IT SHOULD BE NOTED FLOOR AND ROOF TRUSSES ARE SUBJECT TO LATERAL LOADS DUE TO WIND AND REQUIRE THE CONNECTIONS INDICATED. A FLAT OR TWIST STRIP IS NOT EQUIVALENT TO A SIMPSON H10A OR LGT2. ROOF TRUSSES ARE SUBJECT TO UPLIFT, Fl, AND F2 FORCES ALL AT THE SAME TIME. FLOOR TRUSSES NOT EXPOSED TO WIND ARE SUBJECT TO FI AND F2 FORCES. HOLE DIAMETER < 3/5'0 DBL. STUD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA A: 0003325 J • aUDDIV. ae LOT: SILVERADO LOT #31 BLK #18 PPtOJICCT* 04128.002-31181 MODffiL: 4EAB "1672-ARIA" GARAGE DWING: RIGHT PAGE: DETAILS 150 PH Pp. B IrF uwam: - STUD NOTCHING �,�ALTERNATE MATERIALS 8CALE: 1/4'=l'-0" 1 1 SCALE: 3/4'=1'-0' m*m%v AND BORING LIMITS 11 C � • � ^ 8 SCALE:11/2'=1'-0' ►J A PRE-ENG GABLE TRUSS 2x4 BLOCKING BETWEEN TRUSSES AT FIRST TWO BAYS 4'-0-O.C. (AT e PRE-PREWOOD SHEATHING SEAMS) (BLOCKING TRUSS (TYP) O 24- O.C. NOT SHOWN FOR CLARITY) MAX e FOR STRAPPING VERIFY SECURE 2x6 PT. PLATE TO BLK W/ TRUSS PLAN W/ 112' DIA. ANCHOR BOLT W/ 2' WASHER SET IN HIGH STRENGTH EPDXY 8' 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 W/ (2) 10d's O EACH TRUSS TO BE INSTALLED O 10'-0' O.C. MAX. GABLE END BRACING W/ PRE-ENG GABLE TRUSS @ CMU WALL 8 SCALE: 3/4'=1'-O' 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 FM: 407-77445078 FAX: 407-7744078 www.abdesigngroup.com AA #,. 0003325 tl wall b 91 QU13DM ae LOT: SILVERADO LOT #31 BLK #18 PRon=T# 04128.002-31181 MODZU 4EAB "1672-ARIA" GARAGE BMWO: RIGHT PAGE: DETAILS 1. 150 MPH E B [11 1 DCALE: 1/4-=1'-0- 1 S3.1B (2) 2X4 No.2 SYP DIAG. 2x6 OUTLOOKER O 24. O.C. BRACE W/ (3) 12d O EA. �3ECURED W/ SIMPSON H10A TRUSS(DIAG. BRACE TO COVER 5 TRUSSES) 2x SUB -BAND 0'-0' TO 30'-0' (1) W BRACE 30'-1- TO W-0 (3) W BRACE (1)'X' BRACE O CENTER PRE-ENG GABLE TRUSS (2)'X' BRACE DIVIDED EQUALLY STIFFBACK AT ALL FROM CENTER TO END. UPRIGHTS OVER 4'-10' HIGH (AS PER TRUSS ENG) PLYWOOD SHEATHING, SEE S EATHINGUFLOOR \ FASTENER SCHEDULE' \ SEE TYP. TRUSS CONNECTOR \ DETAIL FOR STRAPPING INFO. tx2, 2x WOOD FASCIAfFOR NECTION PER Li SEE ARCHITECTURALSS MFG. 2x SECURED W/(3)16d OOD SIDE VIEW GALV. COMMON NAILS. ' O/C, 1x2 SECURED W/ 10d DRAWINGS GALV. COMMON NAILS CONT. 2x4 RAT RUN 12. O/C L SECURED W/ (2)12ds O MASONRY BOND BEAM EACH TRUSS SEE SCHEDULE GABLE END PRE-ENG'D TRUSS PRE-ENGINEERED W/ HIP RETURN SCALE 3/4'-1`0' VALLEY TRUSS CONNECTION 1 L cner c-u T. i"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesipgroup.com AA •: 0003325 A s0 a BtMDZV. as L O SILVERADO LOT #31 BLK #18 PROJSCT� 04128.002-31181 MODEU 4EAB "1672-ARIA" C;Alt"N SWING: RIGHT PAGIC: DETAILS 150 H A,. B OAeLE ENO A' ROOF WIND DESIGN PRESSURES ZONE 1 = 8.97 PSF (19.97) ZONE 2 = 17.98 PSF (27.98) ZONE 3 = 33.53 PSF (43.53) 'A'= W-O` END ZONE DISTANCE BASIC WIND SPEED: 150 MPH WIND EXPOSURE: 'B' RISK CATAGORY: II APPLICABLE INTERNAL PRESSURE COEFFICIENT, 0.18 ROOF DV1PlNAGM FOR ASPHALT SHINGLE ROOF, USE MIN 7116" O.S.B. OR 1/2' CDX EXT. PLYWOOD, FOR . CEMENTITIOUS TILE AND METAL ROOFING, USE MIN. 5/8 CDX EXT. PLYWOOD, WITH Sd RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 8d RING SHANK GUN NAILS ATW O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 8d GUN NAILS 0 4' O.C. EDGEWISE 20 BLOCKING ALL PANEL JOINTS W/ IN 4' OF GABLE END. ROOF/ WALU FLOOR SHEATHING FASTENER SCHEDULE NAIL SCHEDULE SIZE TYPE MIN, LENGTH MIN. CIA. SHANK TENSILE STR. SHANK Sd RING SHANK, 2 12' 0.120' 170,OD0 (16-20 RINGS SCREW SHANK PER INCH) Sd SCREW SHANK 2 12' 0.120' PNEUMATIC SCREW -NAILS 1. NAIL SIZE PER ASTM F1664 2. INTERNATIONAL STAPE, NAIL & TOOL ASSOCIATION (ISANTA) ESR-1539 EXTERIOR SHIEMING USE 12' COX OR 7116' O.S.B. PLY WITH 8d RING SHANK GUN NAILS AT 4' O.C. AT PANEL SIDES AND Sd RING SHANK GUN NAILS 4' O.C. TOP & BOTTOM PANEL AND 8d RING SHANK GUN NAILS AT S. O.C. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANOR SPECS.) SEE DETAIL. 8d RING SHANK GUN NAILS 0 4" O.C. TOP & BOTTOM EDGES R 2 Z � W CZZ1 LL In O 17 D S M9 . J y Q C9 . Z Z t2 aW a W ZY a = CJ of U `a Z Q TOP CORD BLOCKING AT 4' O.C. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF RHFATHING o c ROOF SHEATHING LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING Sd RING SHANK GUN NAILS . 6 8' O.C. IN FIELD E G ATTACHMENT FOR ROOF(0.8.8, TO BE STRUCTURAL GRADE C8d RING SHANK GUN NAILS 0 12- O.C. IN FIELD or Sd x 2 1/2' SCREW SHANK PNEUMATIC SCREW -NAILS 0 100.7 FIELD TYP. 3/4' T&G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS GENERAL NOTES: STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND SITE DRAWINGS, CONSULT ARCHITECTURAL DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. APPLICABLE BUILDING CODE STANDARDS: FBC-R 2017. 661 EDITION ACI 318.14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 530-13/ASCE 6-13 AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS 2011, ASCE 7-10 AND AISC SPECIFICATIONS ALL DETAILS AND SECTIONS SHOW ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD, DO NOT SCALE THE DRAWINGS. FOLLOW WRITTEN DIMENSIONS ONLY. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING WITH THE AFFECTED PART OF THE WORK. 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 CONTRA SHALL CONTRACTOR 8 REQUIRED FOUNDATION AND SITE PREPARATION SUPPLEMENT THE MINIMUM REQUIREMENTS AND SLA&ON-GRADE THICKNESS TO HANDLE CONSTRUCTION LOADS. ALL AGGREGATE USED IN CONCRETE SWILL CONFORMTO ASTM C33 LWOMUMAGGREGATE SIZE SHAH BE W. WOOD: NON -BEARING WOOD WALLS TOP PLATES & STUDS CAN BE SPF. ALL EXPOSED EDGES OF CONCRETE ARE TO BE CHAAIFBiED 3W. ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BRACING, LEDGERS, BLOCKING, CRIPPLERS, SILLS, ETC., SHALL BE SOUTHERN PINE NO.2 OR BETTER. Fb .1100 PSI AND A MODULUS OF PROVIDE 64AL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABSONGROUND WHERE INDICATED ON ELASTICITY . 1,400.000 PSI, ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE DRAWNGS. SEAMS LAPPED 61NCHES AND SEALED WITHADHESME TAPE PRESSURE TREATED. PRESSURE TREATED BOTTOM PLATE REQUIRED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.26 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM FORM -WORK: CORROBORATE TETRAHEDRAL (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY 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 AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, W/ DOT SHALL BE HOT DIPPED GALV. FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT 'RECOMMENDED PRACTICE FOR CONCRETE FORM -WORK. CONTAINS MORE THAN %" OF HEARTWOOD. EXCLUSIONS FROM THESE PLANS: MINIMUM NAILING PER FBCR 2017, M EDITION. SEE NAILING SCHEDULE ON PLANS. WATERPROOFING, FLASHING, SOUND ISOLATION, FIRE SEPARATION, OR OTHER NON STRUCTURAL TEEMS ARE NOT PART OF THE STRUCTURAL PLANS AS THEY ARE NOT CONSIDERED TO BE STRUCTURALOEPENE PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND WOOD COLUMNS WITH 2x STRUCTURAL LUMBER ON THE TYPE OF CONSTRUCTION THESE ITEMS SOME OR ALL MAY BE REQUIRED BUT ARE BY OTHERS. SYP k2. UNTREATED WOOD SHALL NOT BE IN DIRECT CONTACT WITH CONCRETE. SEAT PLATES SHALL BE PROVIDED WELDED WIRE MESH: AT BEARING LOCATIONS WITHOUT WOODEN TOP PLATES. WELDED WIRE MESH, SHALL BE ASTM A186, GRADE 65 AND BE PLACED IN ACCORDANCE WITH THE ACI WOOD TRUSSES: TYPICAL DETAILS, MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES. WIRE MESH FOR SLABS SHALL BE SUPPORTED WITH Y CHAIRS SPACED 3'-O' OC EACH WAV. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPECIFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS' BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTED FOR SHOP DRAWINGS. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR REINFORCING STEEL: CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL T WORK PERFORMED A SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 0 WO RME AND AR REBAR SHALL BE ASTM A615 GRADE 40 IN CONCRETE DEFORMED BARS REBAR SHALL BE ASTM AB16 MEETING THE REQUIREMENTS OF ASTM A448, GRADE A, AND SHALL BE HOT -DIPPED GALVANIZED. GRADE 80IN MASONRY DEFORMED BARS FREE FROM OIL SCALE AND RUST AND PLACED IN ACCORDANCE DESIGN LOADS: W/THE TYPICAL SENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. DESIGN, FABRICATE, AND ERECT WOOD TRUSSES IN ACCORDANCE WITH TPI-14,'DESIGN NATIONAL CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL STANDARDS FOR METAL -PLATE -CONNECTED -WOOD TRUSS CONSTRUCTION:, AND 'TPUWTCA SCSI 1' ROOF: LIVE LOAD FLOOR: LIVE LOAD 40 AND VERTICAL BARS SHALL LAP 6 x BAR NO. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S COMMENTARY AND RECOMMENDATIONS FOR HANDLING, INSTALLATION BRACING METAL -PLATE -CONNECTED pat 20 pef TOP CHORD +m0concu-M TYP. MIN LAPS SHALL BE AS FOLLOWS: M4 BAR - 25" 46 BAR - 3V WOOD TRUSSES. 10 pert BTM CHORD -rxxr,=o-M 46 BAR - 30" M7 BAR - 42' TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF PROVIDE SAP x 36' CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR DEAD LOAD DEAD LOAD FOR ADDITIONAL INFORMATION.. INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A68.1-1982. 16 pet TOP CHORD p TOP CHORD sl w/ No GVPCRETE) (7 pef w/ ASPHALT SHINGLES) pa (1 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS, 10 pert BTM CHORD 5 6 p pet BTM CHORD THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH DEAD LOAD TO RESIST WINO UPLIFT: 10per1 MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS FOR ALTERNATE CONNECTION DETAILS AT BALCONY LIVE LOAD 60 Per% WAIL, TRUSSES/GeiDERS TO COLUMNS AND WALLS FOR APPROVAL. STAIRS LIVE LOAD 40 Pet WIND: DEAD LOAD SPEED.17) MPH SECOND OUST RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL ROOF & FLOOR LAYOUTS PROVIDED ON THESE PLANS ARE TO BE USED AS A GUIDE FOR BEARING (ASCE 7-10 (FBC R2017) EXPOSURE 8, RISK CATEGORY IIj S INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES WHEREVER POSSIBLE. DETERMINATIONS, FEASIBILITY & ARCHITECTURAL AIDE. TRUSS MANUFACTURER IS RESPONSIBLE FOR FINAL LIVE LOADS: UNINHABITABLE ATTIC WITHOUT STORAGE; 10pert, UNINHABITABLE ATTIC WITH LIMITED LAYOUT, SPANS & ALL TRUSS/ HEADER ENGINEERING. ANY DISCREPANCIES FROM THESE LAYOUTS THAT HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS: NTS: BALCONIES (EXTERIOR) STOAND D0 NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS AFFECT THE STRUCTURAL BEARING AS CALLED OUT ON THESE PLANS SHALL BE NOTIFIED TO THE 40f, DECKS: GUARDS AND HANDRAILS: GUARD COMPONENTS; 6OO PASSENGER AND DECKS: WITHOUT THE APPROVAL OF THE ENGINEER. STRUCTURAL ENGINEER OF RECORD PRIOR TO MANUFACTURE OF TRUSSES. THE TRUSS FABRICATOR SHALL OFILL VEHICLE GARAGES: 60Pef, ROOMS OTHER THAN SLEEPING ROOM: 40pd, SLEEPING ROOMS: 30pM, STAIRS: AGE N SLEEPING PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION 40pef MASONRY: PLAN SHOWING COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE LICENSED PROFESSIONAL ENGINEER. SHOP DRAWING REVIEW: 'SPECIFICATION MASONRY STRUCTURES' (ACI 5301 ASCE 6/TMS 402, BUILDING CODE REQUIREMENTS FOR THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGNING INTENT MASONRY STRUCTURES AND SPECIFICATIONS FOR MASONRY STRUCTURES AND COMMENTARIES), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PROVIDED BY THE TRUSS ENGINEER. COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTORS PRIOR TO SUBMITTAL TO THE ARCHITECT. MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE F. . 1600 PSI. BLOCK SHALL BE PLACED USING Al THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN EASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR DRAWINGS WITHOUT REVIEW WILL BE RETURNED UNCHECKED, SHOP DRAWINGS IN THE FORM RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE ALL TRUSS TO TRUSS CONNECTIONS. OF REPRODUCIBLE SEPIAS STRUCTURAL DRAWINGS DOCUMENTS) ARE PROHIBITED REPRODUCIBLE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH E(CON-TRACTEWEER WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. IN ALL INSTANCES, THE CONTRACT IT ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF S000 PSI AT 28 DAYS, UNLESS DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN SPECIFICALLY NOTED OTHERWISE ON FOUNDATION PLAN. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8' WRITING BY THE ARCHITECT, COURSE AGGREGATE, AND SHALL BE PLACED W/ A SLUMP OF 8- TO 10'. USE ONLY MECHANICAL VIBRATION TO CONSOLIDATE GROUT. FOUNDATION/ SITE PREPARATION: FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2.000 pet, FOOTING TYPE'M' OR'S' MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERTICAL MORTAR JOINTS EXCAVATIONS AND SUB SUB -GRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 96%OF THE SHALL BE ale'THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1667. TREAT ALL CELLS TO BE FILLED. 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 ENGINEER'S REQUIREMENTS SHALL BE RE -COMPACTED AND RETESTED AT THE CONTRACTOR'S 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: CONCRETE SHALL ACHIEVE MINIMUM 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: 2.500 PSI REGULAR WEIGHT FOR FOOTINGS, AND SLAB -ON -GRADE 3,000 PSI REGULAR WEIGHT FOR BEAMS, COLUMNS, AND 6" STRUCTURAL TERRACE SLAB. CONTRACTOR SHALL SUBMIT PROPOSED MX DESIGNS, WITH HISTORICAL STRENGTH DATA FOR EACH SEPARATE MIX PRIOR TO CONCRETE PLACEMENT CONCRETE SLUMP SHALL NOT EXCEED 5' H- PRIOR TO THE ADDITION OF PLASTICIZER CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF ACI 301 AND ASTM C44OR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL IT IS DEPOSITED NITS RNA POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE ISA DELAY IN SUCH THAT A BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNERS REPRESENTATIVE AND THE CONTRACTOR OF ANY NON COMPLIANCE WTH THE ABOVE REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOW&: A TFOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EARTH ANDIOR WEATHER 1-L`2 FOR NSAND SMALLER Y FOR A6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER 3W FOR SM, WALLS AND JOISTS 1.112' FOR BEAM AND COLUMN PRIMARY REINFORCEMENT, TIES, STIRRUPS 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 WITH 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 kci FOR ANGLES, PLATES, AND W-SHAPES. STRUCTURAL TUBING SHALL BE ASTM A-500, GRADE B, Fy . 48 MIL STRUCTURAL PIPE SHALL BE ASTME3, GRADE B, TYPE E OR S. Fy . 35 kei. TUBE AND PIPE COLUMNS SHALL BE CONCRETE -FILLED IN THE SHOP. ANCHOR BOLTS AT THE COLUMN BASES SHALL BE ASTM A307 BOLTS WITH DOUBLE -NUT LEVELING, ALL OTHER BOLTS SHALL BE ASTM A325-N BOLTS WITH WASHERS UNDER THE TURNED ELEMENT. BOLTS SHALL BE TIGHTENED IN ACCORDANCE WITH THE TURN -OFF -THE -NUT METHOD. ALL ANCHOR BOLTS SHALL BE GALVANIZED STEEL. J-BOLTS ARE TO BE STEEL. FASTENER SCHEDULE WINDOW AND DOOR BUCK FASTENERS FASTENER APPLICATKIN &g TYPE 9PACfq RFIAAR%9 APPIIL/,lION S� IYPE ePACRtl REMARKS #Pi FURRIND TO tMA CAGE HARDENEDCOIL DAM DOOR BUCK III•o. TAPCIXN MASONRY 1112'EMBED., 1'ENp DIET., M1RT/GONG. NNLI - LONG. a TO MASONRT.GWC. NO WAe11ER -TENER e, tl?EWEOIBT. 6GOpK. E.-CASEINRDENEDCOIL e'OA: WNDOWAJOOWFASTENED DAMDE DOOR BACK IR'OIA W/ E%PANBpN BOLT EI.O,C 1•EMBED.,11-DUST., 1% T,BEENO.. -11 LONG. BTAGGEPFD INTO MASONRYAIONC. TOMASONRTpONC. WASFER a EDGE DUST. wir-r- CABENARDENEDCOIL 0'O,C WINDOwAOo -T-13 METAL9TMP10 CONTACT THIS ENGINEER FOR SPACING 1%PT,BEE140TEe -1 IIY LONG. 9TAGGEREO INTO MABONRr,CdIC. MAeroNRTlcorx. REQUIREMENTS E%T.eWING POOR (y)y10'D10. TAFC 1B'O.0 112'EMBED,B END. NaISBEARING W000 rz" E%PANBION PEMBED.1'ENo S<OIC erOCxhPT, eEE NOIEe NO WARNER FABTFER D19T.,t 111'EDOE DIET. WALL TO CONC.BIAB WIWABNER BOLT DIeT., 9'EDDE DLRT, &PT WNDDW &ICI( 0.13Y PAF kE 1Po' A'D,C TEND, DIET.,iW Pr iO STEEL COL., BEE W/WASHER 9TAUOEPED EDGE Dx{i NOTE e AN 111SSTTAPPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS 2. FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL 85 AS PER MANUFACTURER'S SPECS AND OR NOA 3. ALL FASCIA MATERIAL SHALL BE HAND FRAMED 4. PAP SHALL BE HILTf X•ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN 8. FASTENER SPACING FOR THE BUCKS SHALL BE THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 6. WINDOW AND DOOR BUCKS SHALL BE AS WIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXPECT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. 1x MEMBERS ARE NALED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. I", N. RONALD REAGAN BLVD, LONGWOOD, FL327B0 F44: 407-7746078 FAX: 407-7744078 www.abdosigngroup.com AA 8: 0003325 P SUDDiv ae LOT: SILVERADO LOT #31 BLK #18 PROJECT 04128.00�2-31181 MOD3CU 4EAB "1672- ARIA" GARAGE 8 W Ct: RIGHT PAGE: DETAILS 150 MPH EV. B DCALE: 1/4"=1'-0" in S�S N 1