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1001-1005 Oleander Ave + (a) (3)
C�(cf MAR U 5 ?014 BY: CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 "i— 1 Documented Construction Valu Job Address: �fl, j- j9p, Historic District: Yes ❑ No Parcel ID: Zoning: Description of Work: oto l j Plan Review Contact Person: Vh_'L/lci :�70 tOgl I Title: Phone: Fax: E-mail: i Property Owner Information J -Name Phone: 7-2 c�-1 b Street: [ �� Pb 5 x Resident of property? : UI �S ;City, State Zip: Ct y'1 I F1 32 -2 -72 - Contractor 2%72 - Contractor Information Name Street: Phone: Fax: City, State Zip: State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: a / �CI7,. Q�X c/0, % �� FOAddress: i PERMIT INFORMATION Building Permit ❑ Square Footage: 3 20 Construction Type: No. of Stories: No. of Dwelling Units: Flood Zone: Electrical ❑ Plumbing ❑ New Service - No. of AMPS: New Construction - No. of Fixtures: Mechanical ❑ (Duct layout required for new systems) Fire Sprinkler/Alarm ❑ No. of heads: D E G N E R NAME: ADDRESS: PHONE: FAX: ERIGINEER PATINA POWELL 1419 WEST 10TH STREET SANFORD, FLORIDA STRUCTURAL DESIGN SERVICES 235 S. MAITLAND AVE., UNIT 216 MAITLAND, FL 32751 (407)645-2799 (407)374-2754 EDUARDO AVELLANEDA, P.E. 2480 E MICHIGAN STREET ORLANDO, FL 32806 407-428-9200 CEG COA#27213 REGISTRATION.#40040 6ANI-UKU, I-LUKIIJA CODE DATA 2 FLORIDA BUILDING CODE 2010 FLORIDA BUILDING RESIDENTIAL 2010 FLORIDA PLUMBING 2010 FLORIDA MECHANICAL 2010 NATIONAL ELECTRICAL CODE 2008NEC BUILDING AREA LIVING: 11310S Q FT GARAGE: 375 SQ FT ENTRY: FT TOTAL UNIT AREA: 13660 SQ FT TOTAL UNDER ROOF AREA: 3;320 SQ FT VICINITY MAP DRAWING INDEX.- CS TITLE SHEET SP SITE PLAN AO FOUNDATION PLAN Al FLOOR PLAN A2 ELEVATIONS E1 ELECTRICAL LAYOUTS M1 HVAC LAYOUT S1 ROOF FRAMING LAYOUT D1 DETAILS D2 DETAILS SANFORD BUILDING DIVISION . THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A ISSUED PERMIT SHALL BK D ATE, CANCEL, ALTER PERMISSION TO PROCEED WITH THE WOTER AND NOT AS AUTHORITY TO VIOL OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHAH ISSUANCE OF A PERMIT PREVENT THE BUILDING DIVISION FROM THEREAFTER REQUIRING CORRECTION OF ERRORS ON THE PLANS; CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. �. • $rte• Y Il A r A � • . 0 f P7sss Drawn By. JGO Date: 06/11/12 Scale: N.T.S. REVISIONS ' Y dWr.e...A"... t . Y7 Y ip la 1 + v, C I" ? . . f y . 77 > i .t ,... .. : v'v SSI` C ti r t, Y . 1. ro `3 Y+ �. r � a 2 V � :Yc �..., SANFORD BUILDING DIVISION . THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A ISSUED PERMIT SHALL BK D ATE, CANCEL, ALTER PERMISSION TO PROCEED WITH THE WOTER AND NOT AS AUTHORITY TO VIOL OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHAH ISSUANCE OF A PERMIT PREVENT THE BUILDING DIVISION FROM THEREAFTER REQUIRING CORRECTION OF ERRORS ON THE PLANS; CONSTRUCTION OR OTHER VIOLATIONS OF THE CODE. �. • $rte• Y Il A r A � • . 0 f P7sss Drawn By. JGO Date: 06/11/12 Scale: N.T.S. REVISIONS ' Y dWr.e...A"... P7sss Drawn By. JGO Date: 06/11/12 Scale: N.T.S. REVISIONS ' Y dWr.e...A"... W ry W r) Z W J 0 10TH ST. 120.0' 120.0' THIS SITE PLAN IS NOT A SURVEY THIS SHEET IS FOR HOUSE PLACEMENT ONLY SDS IS NOT RESPONSIBLE FOR ANY CIVIL INFORMATION OR SETBACK REQUIREMENTS CONTRACTOR TO VERIFY ALL SITE INFORMATION WITH OTHERS PRIOR TO CONSTRUCTION (URAL DESCH SERVICES 235 S 1lAIRMI) AVENUE, UNIT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 - — Fox (407) 374-2754 -4 ®�,�uu�►rer,,'F e` •; Ld ~ • LAd o `;,� :UJ ; # i ,v 0 ♦ J �0 0 °°se®ri st ui `d Job Na. REVISIONS P7863 Drawn By. JGO Date: 06/11/12 Scale: NOTED SITE PLAN I�. uj W mm) � 0 0 . ic,.._ >< Z W Emmumm ' CLr �' -4 ®�,�uu�►rer,,'F e` •; Ld ~ • LAd o `;,� :UJ ; # i ,v 0 ♦ J �0 0 °°se®ri st ui `d Job Na. REVISIONS P7863 Drawn By. JGO Date: 06/11/12 Scale: NOTED SITE PLAN I�. 28'-011 6" THICK A/C PAD 6" THICK A/C PAD 701-0" 14'-0" 651-0" 70'-0" 23'-0f1 (7) SLOPE 1"/10' 4" CONC. SLAB 2500 P.S.I. @ 28 DAYS W/6X6 10/10 W.W.M. OR FIBERMIX CONC. OVER 6 MIL. POLY VAPOR BARRIER ON W/6X6 10/10 W.W.M. OR FIBERMIX CONC. 4" CONC. SLAB 2500 P.S.I. @ 28 DAYS SLOPE 1"/10' I /)1 14'-0" 23'-0" O3 Design No. U905 ' 7 5/" MIN. 5/8"" DRYWALL (EA. SIDE) • _____-TYPICAL C.M.UAWALL 2 4 1 HORIZONTAL SECTION FILLED CELLS 1- #5 DOWEL 6' O.C. Fire Resistance Ratings - ANSI/UL 263 ONE (1) 1x2'S OR See General Information for Fire Resistance Ratings -ANSI/UL 263 2x2 FURRING OR 2x2 MTL. STUDS (EA. SIDE) Design No. U905 SEALANT March 17, 2004 (EA. SIDE) Bearing Wall Rating -- 2 HR. :.. Nonbearing Wall Rating -- 2 HR Oo • Load Restricted for Canadian Applications -- See Guide BXUV7 •' ' ,' • d. d e 4" CONC. SLAB REINFORCED 1. Concrete Blocks" -- Various designs. Classification D-2 (2 hr). 20" W x 10" D W/ 6x6x10 WWM OVER 6 MIL. See Concrete Blocks category for list of eligible manufacturers. THICKENED SLAB W/ CL PART`I'WALL VAPOR BARRIER ON WELL (3) #5'S CONT. COMPACTED, TERMITE 2. Mortar -- Blocks laid in full bed of mortar, nom. 3/8 in. thick, of not less than 2-1/4 and not more than TREATED FILL. 3-1/2 parts of clean sharp sand to 1 part Portland cement (proportioned by volume) and not more than 50 " 20percent hydrated lime (by cement volume). Vertical joints staggered. 3. Portland Cement Stucco or Gypsum Plaster -- Add 1/2 hr to classification if used. Where combustible H R FIRE RATED members are framed in wall, plaster or stucco must be applied on the face opposite framing to achieve a 2 max. Classification of 1-1/2 hr. Attached to concrete blocks (Item 1). FIRE SEPARATION WALL 4. Loose Masonry Fill -- If all core spaces are filled with loose dry expanded slag, expanded clay or shale cV (Rotary Kiln Process), water repellant vermiculite masonry fill insulation, or silicone treated perlite loose fill insulation add 2 hr to classification. 5. Foamed Plastic* -- (Optional -Not Shown) -- 1-1/2 in. thick max, 4 ft wide sheathing attached to concrete 00 00 blocks (Item 1). N THE DOW CHEMICAL CO -- Type Thermax *Bearing the UL Classification Mark Last Updated on 2004-03-17 A %) 00 LU Fig I ■co -J I L OI - -� -� O tD L cn I� W I iia m A / I�i /ZA o %� oe- 5'-0" 00 Cy N 00 8"x16" CONC. BLOCK ASSUMED GRADE H - �- 8" MIN �. #5 DOWEL W/ LAP 25" MIN.LAP 2 #5 BARS MIN 25" L 6 MIL VAPOR 11i N BARRIER CLEAN, COMPACTE TERMITE TREATED kmy FILL 1 SINGLE STORY BLOCK FOOTING DETAIL 16" X 20" JAJ SLABWWW/�WW6x�M6� VARIES 8041pIBERMESH ASSUMED GRADE KR r •8' MI 2 #5 BARS MIN 25" u c 1 " MI 6 MIL VAPOR BARRIER CLEAN,COMPACTE TERMITE TREATED FILL 3 SINGLE STORY BLOCK FOOTING DETAIL (GARAGE 16"X20 11 A 24X24X16 W/3#5 REBAR EACH WAY 0 8., 1 #5 CONT 8" MONOLITHIC THICKENED EDGE 10 $„ X 8.. 1/2" DRYWALL 2x4 STUDS 16" O.C. 2x4 P.T. BOTTOM PLATE CONTINUOUS VARIES -� rta-tirc 6 MIL VAPOR BARRIER CLEAN, COMPACTED (1) #5 RE -BAR W/ 25 MIN. LAP TERMITE TREATED FILL TYP. WALL SECTION NON- BEARING W/ STEP DOWN FOUNDATION/MASONRY NOTES 10"X8" NOTE: CONTRACTOR TO VERIFY THAT ALL FOOTINGS REQUIRED BY TRUSS MANUFACTURER OR STRUCTURAL FRAMING ARE REFLECTED ON FOUNDATION PLAN PRIOR TO CONSTRUCTION. 1. FOUNDATION DESIGN BASED ON ASSUMED 2000 P.S.F. MIN. ALLOWABLE BEARING PRESSURE 2. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH ACI 318. 3. CONCRETE 28 DAY STRENGTH SHALL BE MINIMUM 2500 PSI W/ 3/4" MAXIMUM AGGREGATE 4. 4" THICK CONCRETE SLAB (2500#PSI) W/ FIBER MESH OR 6X6 10/10 WWM OVER 6MIL VAPOR BARRIER OVER CLEAN COMPACTED TERMITE TREATED SOIL. 5. ALL EXTERIOR BEARING FOOTINGS TO BE MINIMUM 12" BELOW FINISH GRADE 6. REINFORCED STEEL: ASTM A615, GRADE 40. VERTICAL REINFORCEMENT SHALL BE #5 DOWEL BARS W/ A MIN STD HOOK LOCATED AS SHOWN ON PLANS. LAP VERTICAL BARS TO DOWELS(SEE MASONRY NOTES) CORNER BARS SHALL BE LAPPED 25" TO FORM CONTINUITY IN THE FOOTING. 7. 1. IF STEMWALL EXCEEDS 32", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL @ 4' O.C. MAX. 2. IF STEM WALL EXCEEDS 48", FILL ALL CELLS WITH GROUT AND APPLY 1 #5 VERTICAL @ 4' O.C. MAX AND 1 #5 HORIZONTAL @ 24" O.C. IN U -BLOCK IF STEMWALL EXCEEDS 72" CONSULT WITH ENGINEER OF RECORD 8. TYPICAL- FILLED CELL WITH 1#5 6' O.C. MAX. AND AT EACH SIDE OF AN OPENING 9. EXTENDED FOOTING 4" FOR 4" BRICK/STONE VENEER ADD CORRUGATED (GALV.) WALLTIES. 32" O.C. HORIZONTAL SPACING 18" O.C. VERTICAL SPACING 10. A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY 11. IF FILLED CELL VVITH 1#5 IS MISSED RETRO 1#5 IN SLAB/FOOTING VVITH 6" EPDXY EMBEDMENT MIN 25" LAP 12. IF J -BOLT IS MISSED USE (1) 5/8" X 8" WEDGE ANCHOR 13. ALL CONTINUOUS STEEL TO HAVE MIN 25" LAP 14. ANY CMU WALL ABOVE 12'-0" MUST HAVE ADDITIONAL CONT. BOND BEAM MAX 10" FROM FINISHED FLOOR 15. NO WOOD GRADE STAKES ALLOWED 16. ANY CMU WALL ABOVE 12' MUST HAVE 145 CONTINUOUS HORIZONTAL PLUMBING NOTES: 1. COMPLY WITH FLORIDA BUILDING CODE PLUMBING EDITION 2010 2. COORDINATE WORK OF THIS TRADE WITH ALL OTHER TRADES. 3. PROVIDE A MINIMUM PITCH OF 1/8" AT ALL HORIZONTAL BRANCHES AND SEWER LINES. LINES LESS THAN 2 1/2" TO BE 1/4" FALL. 4. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. 5. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. 6. PROVIDE SAFE WASTE FOR AIR CONDITIONING UNIT CONDENSATE W/ TRAP. 7. PROVIDE AIR CHAMBERS FOR ALL WATER SUPPLIES FEEDING FIXTURES. 8. PROVIDE VACUUM BREAKER AND SHUT-OFF VALVE ON ALL HOSE BIBBS, 9. A VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY BENEATH ANY DOOR, WINDOW, OR OTHER VENTILATING OPENING OF THE BUILDING OR OF AN ADJACENT BUILDING, NOR SHALL ANY SUCH VENT TERMINAL BE WITHIN TEN (10) FEET HORIZONTALLY OF ANY SUCH OPENING UNLESS IT IS AT LEAST TWO (2) FEET ABOVE THE TOP OF SUCH. 10. WATER HAMMER ARRESTORS REQUIRED WHERE QUICK CLOSING VALVES ARE UTILIZED. (WASHING MACHINES, DISHWASHER, ICEMAKER) STRUCMtk DESGN SERVICES 235 S MTLW AVENUE, UNIT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 JU �>►1111111/� �L 40L W w �O a� a� ILLI a Z W _0 W � Q J n' 0 i (y r 0 I� �>►1111111/� �L 40L W �%` `� � i Q i a� �W LL ILLI > o Q.`Z ov VJ W _0 i O:� I- LL 0 i (y r Q 00 W 3: LL z T- U) r �>►1111111/� �L 40L rn �%` `� � i Q i a� w ILLI > o Q.`Z ov LIy�z i O:� M i (y SOH Job No. REVISIONS P7863 Drawn By. JGO Date: 06/11/12 Scale: 1/4" = 1'-0" FOUNDATION PLAN AO 24-0„ 4,-0 op N. _ O 19'-6" O iO 4 EGRESS 25SH O 2asa � 18'-6" 70'-0" 65'-0" 14'-0" "AT 00] O 00 6'-0" X 7'-0" SGD. DW 5-4" lo 11 Dco DINING ROOM J 8'-0" CLG. 27'-0" 30'-6" 23'-0" LIVING ROOM 8'-0" CLG. 5'-0" O r li li © 04 ENTRY O i o 2 M OLO - 1'-9„ 3'-4" 9'-219 _ 11'-8"'', 5'-10" 4'-2" 26'-4" _ - SOLID CORE DR. I m N 0) M -- -- - - - - - - W ■ MASTER � LINEN I ❑ ❑ 22" X C O O ATTIC A BEDROOM _ 06 W _I_ ACCESS r w W R 8'-0„ CLG. 00 O \ I/. ! I I I D of1,3t-401� 7 -8 ~ n 5 -8 ° /*\ 0 9 -8 20-61' I I 23 -6 11 ■1.0 -- -01 BATH H C -- Z I I W O 0 _BATH a0 0 AHU L_ J GARAGE i 8'-0" CLG. o �0 z KITCHEN X 8'-0" CLG. R 1 0 BBO W.I.C. I I A I I I 2068 BF U905 1TUB& I U905 L---------- SHOWER ® L - _ _ REF. PANTRY ��� ■ 1 -HR FIRE RATED WALL "rM SHOWER ® r - - - REF. PANTRY _ - - _ - - ■ � I TUB& I r- 1 " I 1 2068 BF W.I.C. I I z A I o O ] 8'-0" CLG. R �0 - KITCHENI, 1 W p W 8,_0„ CLG. - _ ---- 1 BATH Q z = GARAGE I W o 23 -6 I o 11 ? BATH o I�'.f�" _ _ s'-8" I AHU 1 - „ _ - X ®LOW BEDROOM ACCESS ao N . ® - 1:LINEN I O O ATTIC 1 W ■ MASTER O I ❑ 22"X36" L----- - - - - ■ 0 10 - �� 26'-4 --- -- L CV , rr , » r » , » SOLID CORE DR. ■ 1 1 -9 3 -4 9 -2i 4 -2LO I "00 0 iN rD 2 868 iv M DID _ 8'-0" CLG. ®NW BEDROOM N w In 04 19'-6" I= 1 0 a] I Cd c I 8-0„ CLG. 1 " 06 m o„ B E D ROC�,'1/l o"- 101 1 0 10 I U CIO 00 L I LO ■ ■ ■ 25SH EGRESS ® O 0 I 24'-0" I } H DIJ 00 8'-0" CLG. : M I DINING ROOM �' 5'-4" _W U 6'-0" X 7'-0" SG D. PATIO 18'-6" 4'-0" 14'-0" ----ter -- 65'-0" 703-000 m 8'-0" CLG. LIVING ROOM N 30'-6" o' 27'-0" -- - 23'- 0" O ENTRY © O N 5-0" GENERAL NOTES 1. ALL ROOF AND FLOOR JOIST, BEAMS/HEADERS TO BE MIN. SOUTHERN YELLOW PINE #2 ROOF, FLOORS AND BEAM FRAMING WALLS TO BE SPRUCE #2 MINIMUM. MAXM. C. OF 19% EXTERIOR LUMBER OR TOUCHING CONCRETE TO BE PRESSURE TREATED. CCA, 40 MIN. 2. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RESIST WIND AND OTHER LATERAL FORCES 3. ALL GALVANIZED STEEL FLASHING TO BE ASTM A 653/D-224 G-90 ZINC COATED MIN 26 GA. 4. PRE -PAINTED DRIP EDGE TO BE ASTM A 755 5. VENTILATION OF ATTIC -RATIO TO BE NOT LESS THAN 1/ 150 OF FREE VENTED AREA/ CEILING PER FBC 2010 CHAP R806 BUILDER TO VERIFY LOCATION 6. SECURE CONDENSER UNIT WITH 1 /4"x3" TAPCONS @8"O.C. MAX AND (2) AT CORNERS. 7. PROVIDE DRIP EDGE AT EAVES AND GABLES OVERLAP A MIN OF 2" AND FASTEN @ 8' O.C. 9. 1/ 4" MAX GAP BETWEEN DOOR JAMBS AND ROUGH OPENINGS. SCREWS TO PENETRATE STUDS 1-1/ 2" SEE MANUF. SPECS, 10, STUCCO TO BE 5 /8" OVER CMU OR 7 /8" ON METAL LATHE OVER WOOD 11, WINDOW CONTRACTOR TO VERIFY ALL TEMPERED WINDOW LOCATIONS PER FBC 2010 SEC. R308 12. CONTRACTOR TO VERIFY W/ WINDOW AND DOOR SUPPLIER THAT ALL BEDROOMS HAVE REQUIRED EGRESS OPENINGS PRIOR TO INSTALLATION 13. ATTIC ACCESS REQ. 22"x36" W/ SWITCHED LIGHT 14. 1" DOOR CUT FOR AIR RETURN 15. 1-3/8" SOLID CORE DOOR REQUIRED BETWEEN GARAGE AND LIVING 19. 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(0.48MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. TABLE OF AREAS - PER UNIT LIVING ■ GARAGE ■ ENTRY ■ TOTAL UNIT AREA ■ ■ TOTAL UNDER ROOF AREA 3,320 sq.ft. _0 J LL ® Z LL m tJ') 0 W LL Z I � m I ' I 11'-0» 21 10„ 2, L 0" 4" 11'-0" cD - _ --- -- - - ; Lu QU'� ■ = 00 '` 00 BEDROOM I� I aI 01 00 BEDROOM o I 8'-0„ CLG. N W I O 0 1 b' 8'-0" CLG. O 2asa � 18'-6" 70'-0" 65'-0" 14'-0" "AT 00] O 00 6'-0" X 7'-0" SGD. DW 5-4" lo 11 Dco DINING ROOM J 8'-0" CLG. 27'-0" 30'-6" 23'-0" LIVING ROOM 8'-0" CLG. 5'-0" O r li li © 04 ENTRY O i o 2 M OLO - 1'-9„ 3'-4" 9'-219 _ 11'-8"'', 5'-10" 4'-2" 26'-4" _ - SOLID CORE DR. I m N 0) M -- -- - - - - - - W ■ MASTER � LINEN I ❑ ❑ 22" X C O O ATTIC A BEDROOM _ 06 W _I_ ACCESS r w W R 8'-0„ CLG. 00 O \ I/. ! I I I D of1,3t-401� 7 -8 ~ n 5 -8 ° /*\ 0 9 -8 20-61' I I 23 -6 11 ■1.0 -- -01 BATH H C -- Z I I W O 0 _BATH a0 0 AHU L_ J GARAGE i 8'-0" CLG. o �0 z KITCHEN X 8'-0" CLG. R 1 0 BBO W.I.C. I I A I I I 2068 BF U905 1TUB& I U905 L---------- SHOWER ® L - _ _ REF. PANTRY ��� ■ 1 -HR FIRE RATED WALL "rM SHOWER ® r - - - REF. PANTRY _ - - _ - - ■ � I TUB& I r- 1 " I 1 2068 BF W.I.C. I I z A I o O ] 8'-0" CLG. R �0 - KITCHENI, 1 W p W 8,_0„ CLG. - _ ---- 1 BATH Q z = GARAGE I W o 23 -6 I o 11 ? BATH o I�'.f�" _ _ s'-8" I AHU 1 - „ _ - X ®LOW BEDROOM ACCESS ao N . ® - 1:LINEN I O O ATTIC 1 W ■ MASTER O I ❑ 22"X36" L----- - - - - ■ 0 10 - �� 26'-4 --- -- L CV , rr , » r » , » SOLID CORE DR. ■ 1 1 -9 3 -4 9 -2i 4 -2LO I "00 0 iN rD 2 868 iv M DID _ 8'-0" CLG. ®NW BEDROOM N w In 04 19'-6" I= 1 0 a] I Cd c I 8-0„ CLG. 1 " 06 m o„ B E D ROC�,'1/l o"- 101 1 0 10 I U CIO 00 L I LO ■ ■ ■ 25SH EGRESS ® O 0 I 24'-0" I } H DIJ 00 8'-0" CLG. : M I DINING ROOM �' 5'-4" _W U 6'-0" X 7'-0" SG D. PATIO 18'-6" 4'-0" 14'-0" ----ter -- 65'-0" 703-000 m 8'-0" CLG. LIVING ROOM N 30'-6" o' 27'-0" -- - 23'- 0" O ENTRY © O N 5-0" GENERAL NOTES 1. ALL ROOF AND FLOOR JOIST, BEAMS/HEADERS TO BE MIN. SOUTHERN YELLOW PINE #2 ROOF, FLOORS AND BEAM FRAMING WALLS TO BE SPRUCE #2 MINIMUM. MAXM. C. OF 19% EXTERIOR LUMBER OR TOUCHING CONCRETE TO BE PRESSURE TREATED. CCA, 40 MIN. 2. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RESIST WIND AND OTHER LATERAL FORCES 3. ALL GALVANIZED STEEL FLASHING TO BE ASTM A 653/D-224 G-90 ZINC COATED MIN 26 GA. 4. PRE -PAINTED DRIP EDGE TO BE ASTM A 755 5. VENTILATION OF ATTIC -RATIO TO BE NOT LESS THAN 1/ 150 OF FREE VENTED AREA/ CEILING PER FBC 2010 CHAP R806 BUILDER TO VERIFY LOCATION 6. SECURE CONDENSER UNIT WITH 1 /4"x3" TAPCONS @8"O.C. MAX AND (2) AT CORNERS. 7. PROVIDE DRIP EDGE AT EAVES AND GABLES OVERLAP A MIN OF 2" AND FASTEN @ 8' O.C. 9. 1/ 4" MAX GAP BETWEEN DOOR JAMBS AND ROUGH OPENINGS. SCREWS TO PENETRATE STUDS 1-1/ 2" SEE MANUF. SPECS, 10, STUCCO TO BE 5 /8" OVER CMU OR 7 /8" ON METAL LATHE OVER WOOD 11, WINDOW CONTRACTOR TO VERIFY ALL TEMPERED WINDOW LOCATIONS PER FBC 2010 SEC. R308 12. CONTRACTOR TO VERIFY W/ WINDOW AND DOOR SUPPLIER THAT ALL BEDROOMS HAVE REQUIRED EGRESS OPENINGS PRIOR TO INSTALLATION 13. ATTIC ACCESS REQ. 22"x36" W/ SWITCHED LIGHT 14. 1" DOOR CUT FOR AIR RETURN 15. 1-3/8" SOLID CORE DOOR REQUIRED BETWEEN GARAGE AND LIVING 19. 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(0.48MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. TABLE OF AREAS - PER UNIT LIVING 1,310 sq.ft. GARAGE 375 sq.ft. ENTRY 35 sq.ft. TOTAL UNIT AREA 1,660 sq.ft. TOTAL UNDER ROOF AREA 3,320 sq.ft. DESIGN REQUIREMENTS CODE COMPLIANCE AND CERTIFICATION APPLIES TO NEW CONSTRUCTION ONLY DESIGN REQUIREMENTS: A. FLOORS LIVE LOAD IS 40 PSF,BALCONIES, DECKS, STAIRS, LIVE LOAD IS 60 PSF. B. ROOF LIVE LOAD IS 30 PSF CONSTRUCTION TYPE V -B NOTE: THIS STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE RESIDENTIAL ASCE 7-10 1. NOMINAL WIND SPEED - 108MPH/ ULTIMATE WIND SPEED - 139MPH 2. RISK FACTOR II 3. WIND EXPOSURE - CATEGORY (B) 4. INTERNAL PRESSURE COEFFICIENT- (ASCE 7-10) ENCLOSED BUILDINGS= 0.18 HEIGHT AND EXPOSURE ADJUSTMENT COEF.- (+1.0) 5. COMPONENTS AND CLADDING: PER FBCR 2010 R301.2(2) SEE V\ANDOWAND DOOR REQUIREMENTS STRUCTURAL DESIGN SERVICES 235 S. MAITLAND AVE., UNIT 216 MAITLAND, FL 32751 Phone(407)645-2799 FAX (407) 374- 2754 2010/140 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2010 RESIDENTIAL EDITION EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SPECIFICATION: O WINDOWS-ANS/AAMA/NWWDA 101/IS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +35.3 PSF/-47.2 PSF 2010/140 MPH EXTERIOR DOOR REQUIREMENTS EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBCR301.2(2) ©EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/-36.7 PSF GARAGE DOOR SHALL BE TESTED IN ACCORDANCE © WITH ANSI/DASMA 108 OR TAS202. FBCR 2010 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF+31.0 PSF/-35.1 PSF THE BUILDING CONTRACTOR(S)/OWNER SHALL CHECK SETBACKS AND ZONING REQUIREMENTS, ARCHITECTURAL, MECHANICAL, ELECTRICAL, STRUCTURAL DRAWINGS FOR OPENINGS, WINDOWS, SLEEVES,ANCHORS, HANGERS, SLAB DEPRESSIONS, DIMENSIONS, PITCH AND OTHER RELATED ITEMS AND SHALL ASSUME RESPONSIBILITY FOR THEIR PROPER LOCATION, PLACEMENT AND CONTINUITY AND BEARING POINTS ON ROOF AND FLOOR TRUSS PLANS TO BE REFLECTED ON FOUNDATION PLANS. IF EXISTING CONDITION APPLY- ALL EXISTING CONDITIONS TO BE VERIFIED BY CONTRACTOR OR OWNER. STRUCTURAL DESIGN SERVICES MUST BE NOTIFIED IN WRITING OF ANY VARIATION OR DEVIATION IN THE DIMENSIONS,CONDITIONS, AND SPECIFICATIONS ON THESE PLANS. 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 (0.48MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. SlEC1URAL DESIGN SERMCES 23:5 S MI tK AM UNIT 216 MAITLAND. FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 c PVI W WQ Q i �'441 o :C/) O cn _0 J LL ® Z Z wo tJ') 0 W LL Z r(n c PVI W i �'441 o :C/) O ,z" z � * •: j 0 p��7z: cTt�Q Z Z wo 00� ��4-O ,w cV Job No. P7863 Drawn By. JGO Date- ate:06/11/12 06/11/12 Scale: 1/4" = 1'-0" REVISIONS FLOOR PLAN I 6-8" DOORS & WINDOW 2010/140 MPH WINDOW REQUIREMENTS EXTERIOR WINDOWS AND GLASS DOORS MUST MEET THE REQUIREMENTS OF R301.2(2) OF THE FLORIDA BUILDING CODE 2010 RESIDENTIAL EDITION EXTERIOR WINDOWS AND GLASS DOORS TESTING AND LABELING EXTERIOR WINDOWS AND GLASS DOOR SHALL BE TESTED BY AN APPROVED INDEPENDENT TESTING LABORATORY, AND BEAR AN AAMA OR WDMA OR OTHER APPROVED LABEL IDENTIFYING THE MANUFACTURER, PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT EVALUATION ENTITY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF THE FOLLOWING SpFCIFICATION: WINDOWS-ANS/AAMA/NWWDA 101/IS2 2/97 COMPONENTS AND CLADDING MUST MEET MIN. REQ. OF +35.3 PSF/ -47.2 PSF 2010/140 MPH EXTERIOR DOOR REQUIREMENTS EXTERIOR DOORS SHALL BE CAPABLE OF WITHSTANDING POSITIVE AND NEGATIVE WIND PRESSURES AS DETERMINED BY FBCR301.2(2) EXTERIOR DOORS MUST BE MEET OR EXCEED MIN REQ. OF +33.7 PSF/ -36.7 PSF GARAGE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/DASMA 108 OR TAS202. FBCR 2010 1609.7 (1) OVERHEAD DOORS MUST MEET OR EXCEED MIN REQ. OF +31.0 PSF/ -35.1 PSF \JrI IVI VlIL V 1 VI VL VENEER WAYNSE COAT FRONT ELEVATION 20" DECO VENT. (NON-FUNCTIONAL) REAR ELEVATION ORV 8'-0" B_RG. TYPICAL .H. ,.T. POST -0" A.F.F. ORV FIBERGLASS SHINGLES ORV RIGHT ELEVATION FIBERGLASS SHINGLES ORV LEFT ELEVATION ORV ORV STRUCIU k DESIGN SERVICES 235 S YAIIlMD AVI9AE, XT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 Job No. P7863 Drawn By. JGO Date- ate:06/11/12 06/11/12 Scale: 1/4" = 1'-0" REVISIONS u DC J F- W LEFT ELEVATION ORV ORV STRUCIU k DESIGN SERVICES 235 S YAIIlMD AVI9AE, XT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 ELEVATIONS A2 Job No. P7863 Drawn By. JGO Date- ate:06/11/12 06/11/12 Scale: 1/4" = 1'-0" REVISIONS u J F- W o W UJI �a % ��• O w O �aZ"t o f� � O u) 0 O� O �.= J liln C14 r Q Z W wo Q a LLI 3: z O ,It ELEVATIONS A2 Job No. P7863 Drawn By. JGO Date- ate:06/11/12 06/11/12 Scale: 1/4" = 1'-0" REVISIONS u c o `% % ��• O c*ta „'$o Pq �aZ"t o f� w It 10 liln C14 ELEVATIONS A2 Job No. P7863 Drawn By. JGO Date- ate:06/11/12 06/11/12 Scale: 1/4" = 1'-0" REVISIONS ELEVATIONS A2 , - - - 4 TO FI OOn LIGHT SWITCH - - - -- -7 1 U rwvU uUn i IVVI l Urf METER___, 200A INDOOR PANEL CENTER METER MAIN 200 AMP O NEM SER AL POWER CO. FEED #4 Solid COPPER Ground `5/8 a Ivanieastv�ap ren Ground Rods THE CONTRACTOR SHALL GROUND AND CONNECT TO FOUNDATION STEEL AS PER NEC. ELECTRICAL CONTRACTOR TO VERIFY LOADS PRIOR TO CONSTRUCTION ELECTRICAL RISER UMATERIALS 1 • f precast lintels = 3500 psi. 2. f prestressed lintels = 6000 psi. 3. f grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7.7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. UGENERAL NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7.7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in-place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 USAFE LOAD TABLE NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". Safe loads for all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing Additional reinforced masonry above the precast lintel. 6. One #7 rebar may be substituted for two #5 rebar's in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d -away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. GENERAL ELECTRICAL NOTES THIS DIAGRAMMATIC ELECTRICAL PLAN IS INTENDED TO SHOW LIGHTING AND CONVENIENCE OUTLETS ONLY. THE ENGINEER OF RECORD BEARS NO RESPONSIBILITY FOR ITS ACCURACY. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE REQUIREMENTS AND LOCATIONS OF ELECTRICAL EQUIPMENT AND PROVIDING AND INSTALLING COMPLETE ELECTRIC SERVICE AS MAY BE REQUIRED BY THE NEC/08. THE ELECTRICAL CONTRACTOR IS TO SUBMIT PLANS AND PULL PERMITS AS REQUIRED. DWELLING UNITS TO BE "AFCI" PROTECTED PER ARTICLE 210.12 NEC2008. ALL SMOKE DETECTORS TO BE HARD WIRED AND INTERCONNECTED. SWITCHED LIGHT FIXTURE TO BE IN EACH ATTIC ACCESS. ALL WIRING TO MEET OR EXCEED THE 2008 NATIONAL ELECTRICAL CODE GENERALNOTES 1) CODES: 1.1 FLORIDA BUILDING CODE 2007 RESIDENTIAL AND 2009 REVISIONS 1.2 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETEACI 318-05). 1.3 AMERICAN SOCIETY OF CIVIL ENGINEERS MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-05). 2) CONCRETE: 2.1 CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS: 2.1.1 PRE -CAST W/STANDARD REINFORCEMENT - 3500 PSI 2.1.2. PRE -CAST W/PRESTRESS REINFORCEMENT - 5000 PSI 2.1.3. CONCRETE FILL (PLACED IN FIELD) - 2500 PSI 2.2 REINFORCING BARS: 2.3 PRESTRESS STRANDS ASTM A416 7 -WIRE 2.4 DETAIL REINFORCEMENT IN ACCORDANCE WITH ACI 318-05. 2.5 CONCRETING OPERATIONS SHALL COMPLY WITH ACI STANDARDS. 3) MASONRY: 3.1 DESIGN AND CONSTRUCTION SHALL CONFORM TO THE SPECIFICATION OF THE NATIONAL CONCRETE MASONRY ASSOCIATION AND ACI 530-05. 3.2 MINIMUM MASONRY UNIT STRENGTH: fm 1250 PSI. 3.3 MORTAR SHALL BE TYPE S. 4) STRUCTURAL: 4.1 SAFE LOAD VALUES ARE BASED ON LINTELS HAVING A BEARING OF 8" (WITH A MINIMUM ACCEPTABLE BEARING OF 4" OF THE 2007 EDITION OF THE FLORIDA BUILDING CODE) 5) CONTRACTOR: 5.1 CONTRACTOR/MASON TO VERIFY ALL LINTEL SPANS PRIOR TO ORDERING/ INSTALLATION 6)CONTRACTOR: 6.1 ENGINEER OF RECORD MUST BE NOTIFIED FOR REVIEW IF GARAGE LINTEL IS LESS THAN 8X16 COMPOSITE U -Precast Lintel (8"X16" composite) Total Allowable Superimposed Load - Pounds Per Linear Foot Mark No. Nominal Clear Span Total Lintel Span Filled (1)#5 T&B C (1)#5T(2)#5B D Filled (2)#5 T & B E L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 L-10 L-11 L-12 L-13 L-14 L-15 L-16 (P.S.) L-17 (P.S.) L-18 (P.S.) L-19 (P.S.) L-20 (P.S.) L-21 (P.S.) L-22 (P.S.) 1'6" 2'2" 2'8" 37" 4'0" 4'6" 5'2" 6'2" 7'0" 810" 97" 10'0" 117' 12'0" 12'8" 134" 14'0" 16'0" 18'0" 18'8" 20'8" 22'8" 2'10" 3'6" 4'0" 4'6" 5'4" 5'10" 6'6" 7'6" 8'4" 9'4" 10'6" 11'4" 12'6" 13'4" 14'0" 14'8" 154" 17'4" 19'4" 20'0" 21'4" 24'0" 12374 12591 12867 8488 8680 8871 6868 7023 7178 5772 5902 1 6033 4546 4649 1 4753 4028 4120 4212 3382 3460 3538 2908 2975 3042 2548 2607 2666 2215 2267 2319 1918 1936 2009 1749 1790 1832 1554 1591 1628 1438 1473 1507 1356 1389 1421 1395 1448 1512 1326 1 1376 1437 1153 1197 1250 1019 1057 1104 980 1017 1063 880 913 954 740 775 801 Note: (P.S.) represent precast lintels prestressed using (2) 7/16" Diameter Prestressing Strands. 4'-0" 2" Recessed Door Headers (8"x14", Composite) Total Allowable Superimposed Load - Pounds Per Linear Foot Nominal Door Filled Filled Filled Mark Clear Size (0)#5B,(1)#5T (1)#5T(1)#5B (1)#5B,(2)#5T No. W 0 � San Width B C D D-1 2'-4" 2'-0" 7980 8199 8426 D-2 2'-8" 2'-4" 6790 7015 7168 D-3 2'-10" 2'-6" 6320 6539 6642 D-4 T-0" 2'-8" 6018 6124 6288 D-5 T-4" T-0" 5391 5432 5631 D-6 4'-4" 4'-0" 4956 4049 4198 D-7 5'-4" 5'-0" 3138 3267 3340 D-8 6'-4" 6'-0" 2650 2755 2855 D-9 8'-4" 8'-0" 2026 2078 2130 UTYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED FQUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T NOMINAL WIDTH J -QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP 2500 PSI CONC. FILL f CONCRETE PLACED IN FIELD) SEE SCHEDULE FOR STEEL REINFORCEMENT 1 5116"'AND TIE BEAM ABOVE STD 180D HOOK @ EACH END OF STIRRUP W/2 1/2" LEG EXTENSION PAST BEND. (TYP) 7132''STIRRUPS AT 4'-0" C -c 5 3/8"(TIED OR WELDED) ES: 1/4" 1 1. MINIMUM COVERAGE OF STEEL- 1.5" 2. MIN. BEARING REQUIRED AT EA. END - 4" U -TYPICAL LINTEL SECTION 7 5/8" PRECAST CONCRETE ELECTRICAL LEGEND Q SURFACE MOUNTED LIGHT WALL MOUNTED LIGHT RECESSED HIGH HAT 17 VP LTJ RECESSED VAPOR PROOF LIGHT SURFACE MOUNT FLUORESCENT FIXTURE r ----i I RECESSED FLUORESCENT FIXTURE F0_0_1 HEAT LAMP/ EXHAUST FAN COMBO FLOOD LIGHT O JUNCTION BOX Q EXHAUST FAN TRACK LIGHTING FIXTURE -W- SWITCH 4W 3 WAY SNATCH -Co-' 4 WAY SNATCH 440 DIMMER SWITCH -0 PUSH BUTTON -GARAGE DR OPENER -E7 PUSH BUTTON -GARAGE DR OPENER ~ TIME SWITCH WEATHER PROOF SNATCH A DEDICATED RECEPTACLE DUPLEX RECEPTACLE 110/120 SWITCH ACTIVATED RECEPTACLE Q = •i U UJ •.. m O Z .._. 7-5/8"ACTUAL B" NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR �5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) NOTE: EXTRA TIE BEAMS OR COURSES BETWEEN LINTEL AND TIE BEAM POURED SOLID ARE ACCEPTABLE A SINGLE SOLID FILLED LINTEL OF THE SAME LENGTH MAY BE USED TO SEPARATE DOORS AND WINDOWS FROM TRANSOM ABOVE. TOP PRECAST TO BE SIZED PER PLAN. ANY RECESSED LINTEL MAY BE SUBSTITUTED FOR A STANDARD LINTEL OF THE SAME CONFIGURATION. WEATHER PROOF RECEPTACLE GROUND FAULT RECEPTACLE QUADRUPLEX RECEPTACLE 220 -VOLT RECEPTACLE ® FLOOR RECEPTACLE ,0 BREAKER PANEL I a ELECTRIC METER �J MAIN DISCONNECT PANEL Q.J DEDICATED DISCONNECT PANEL ROUTED WIRE TELEPHONE JACK TELEVISION JACK INTERCOM SECURITY SYSTEM c" CHIMES O THERMOSTAT OTIMER RELAY sm SMOKE DETECTOR GARAGE DOOR OPENER PADDLE FAN STRUCTURAL DSGN SER110 236 S 11A M AM UNIT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 Job No. REVISIONS P7863 Drawn By. JGO Date: 06/11/12 Scale: 1/4" = 1'-0" ELECTRICAL LAYOUT u o ,`,111111111111, J � W F- o w �a W 0 � O :LIJ U O O o 0z •� z �o J coo LL ZX 114f �a>sP�� w0 Q � �z O � Job No. REVISIONS P7863 Drawn By. JGO Date: 06/11/12 Scale: 1/4" = 1'-0" ELECTRICAL LAYOUT u o ,`,111111111111, UJ I - • •• F- o ,,Q N O J :LIJ U O O •� z �o J coo �,a3 •• .. _*t "N' 0 114f �a>sP�� Job No. REVISIONS P7863 Drawn By. JGO Date: 06/11/12 Scale: 1/4" = 1'-0" ELECTRICAL LAYOUT MAIN DUCT 22 GA. 1" WIDE STEEL STRAP EVERY BFT. & AT CHANGES IN DIRECTION PROVIDE 22 GA. ANGLES HANGER FLEXIBLE DUCTS HVAC DUCT AT BOTTOM CORNERS OF (RIGID DUCT TO PREVENT WITH 1-3/8" WIDE 22 FIBERBOARD) GOUGING ANGLES GA. STEEL STRAPES SHALL BE 4" WIDE BY WRAPPED UNDER 2"HIGH BY 2" UNDER DUCT EVERY 5 FT. DUCT TWO ANGLES PER MAX. ALSO SUPPORT STRAP. 18" FROM ANY CONNECTION MINIMUM 12 GAUGE WIRE 1" WIDE 22 GAUGE RATE/SELF WIDE BURN OR 1/4" ROD TO STRAP WRAPPING EXTINGUISHER MANUAL DAMPER WITH TRUSSTOP HORD OF FT. MAX 1„ ATTACHED TO TOP EXTINGUISHER FABRIC UNDER DUCT AND HANGER STRAP MAY LOCKING QUADRANT ON CHORD OF TRUSS BE USED IN LIEU OF ALL SUPPLY AIR AND AT LEAST ONE METAL STRAPS RETURN AIR DUCTS. DO/RANCH HANGER PER DUCT NOTE: NOT PROVIDE SCOOP 0UCT TRANSVERSE L=1/2 W (4" MIN.) EXTRACTOR. JOINT O T 4 LOW PRESSURE 1"X2"X1" 22 GAUGE SUPPLY OR RETURN AIR CHANNEL 2 2LE4"X DUCT CONNECTION DETAIL SOFFIT DUCT HANGING DETAIL SCALE = N.T.S. SCALE = N.T.S. AIR HANDLING UNIT CONDENSATE DRAIN GALV. STEEL OR PAN ALUMINUM DUCT FLOAT SWITCH IN MADE WATERTIGHT. SECONDARY DRAIN LINE TO STIFFENERS MAY BE DISABLE AHU SHOULD INSIDE SECONDARY DRAIN LINE OVCS S�Z CAULK WEATHER TIGHT ACCUMULATE WATER. REQUIRED F SECONDAORY ROOF SIZE SLOPED ROOF DRAIN PAN IS USED. SEE DRAWINGS FOR DUCT SIZES pUCjSo) } P?PE WITH SION THREADED CAP RETURN SUPPLY AT END. AIR DUCT AIR DUCT Y AT THE JOINING OF VENT CLEANOUT WITH THE PIPE AND THE CASLIP-FT (NOT SCREW) COLLARED ROOFCAP CAP WITH DRILLED HOLE TERMINATE VENT CONNECT DUCT CLEANOUT AT LEAST REFRIGERANT LINES INSIDE COLLAR AND 1" ABOVE FLOAT W SEAL WITH FOIL SWITCH TRIPPING SPEC. BACKED TAPE HEIGHT, IN AHU PRIMARY CONDENSATE U I ECONDARY DRAIN. DRAIN LINE. SEE PLANS FOR 2„ TERMINATION NOTES: 1. PRIME COAT AND PAINT TO MATCH ROOF COLOR. 4" 2. PROVIDE FLASHING AND COUNTER FLASHING. PROVIDE AS CPVC OR COPPER WITHIN PLENUM RETURN I_- 3. PROVIDE BIRD SCREEN AND OMIT MECHANICAL CLOSET. �zI- BACKDRAFT DAMPER FOR BATH EXHAUST PREMANUFACTURED afc) USE. TRAP AT LEAST 3" SEE AHU SUPPORT BASE NLu¢ EXHAUST ROOF CAP DETAIL CEEANOU HIS DETAIL SCALE = N.T.S. ACCEPTABLE. CONDENSATE TRAP DETAIL SCALE = N.T.S. AHU DETAIL SCALE = N.T.S. 1 1" C.W. SUPPLY UNION (TYP.) BACK FLOW DEVICE GATE VALVE OR _ BALLVALVE (TYP.) 3/4" NPTM THERMAL EXPANSION TANK ,THERMOMETER 30 -TO 240 RANGE. WEISS 7 VU 3-1/2 i - PRESSURE GAGE -0 -TO 100 WEISS SERIES UG -1. WH -1 — T & P SAFETY VALVE (TYP.) TANK DRAIN VALVE GALVANIZED STEEL DRIP PAN -6" HIGH LIP ON SLAB T & P DISCHARGE LINE RUN FULL SIZE TO MOP SINK. # 18 DRIP PAN 1" DRAIN LINE -RUN TO MOP SINK #18. 40 GAL. HOT WATER HEATER STAPLE 2" FLANGE THEN SEAL W/ GLASS FAB AND MASTIC. (INSIDE AND OUTSIDE) CUT INSULATION TO PROPER LENCH TO AVOID >SION OF INSULATION FIBER GLASS DUCT WRAP W/ A FACTORY APPLIED FOIL -SKRIM-KRAPFT VAPOR BARRIER W/ APERMEANCE OF 0.2 OR LESS. MIN. INSTALLED "R" VALUE OF 6. INSULATION MUST BE STORED AND INSTALLED DRY. SEAL ALL SEAMS W/HARDCAST TYPICAL DUCT WRAPPING DETAIL SCREW TO SHROUD 8" C.M.U. FASTEN WITH 3/16" X 1 1/4" TAPCON SCREWS 3" O.0 AROUND PERIMETER GALV. TERMINATION VENT CAP W/ DAMPEF SEAL AROUND FLANGE � POLY BUTYL CAULK %v (1) - 3/8" x 1 - 7/8" WEDGEANCHORS IN GALV. 1"x4" "L" BRACKET TO PAD & (3) 410 GALV TEX SCREW TO SHROUD GALV. RIGID JUUf TU LXTEKIUK GALV. RIGID DUCT TO EXTERIOR SHEET METAL EXHAUST DUCT ARMSTRONG CEILING STEEL HANGER WIRE 12 GAGE TYPICAL EXHAUST FAN WITH BACK DRAFT DAMPER POST -TENSION SLAB ABOVE COORDINATE Vx22 GAUGE BAND SPACING NOT OVER 5' DUCT DETAIL AS SHOWN CEILING MOUNTED EXHAUST FAN POST -TENSION SLAB CEILING TILE CONDENSATE rT=��7 DRAIN LINE DRY WELL DETAIL SCALE = N.T.S. A' -n" nenxlnAI inn , rirr 2 NOTES: 1. DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING 2. SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR CAUSE OUR OF ROUND SHAPE FLEX DUCT SUPPORT STRUCARAL DESIGN SERNCES 235 S YAl1 W AYEK UlU 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 Job No. REVISIONS P7863 Drawn By. JGO Date: 06/11/12 Scale: 1/4" = 1'-0" HVAC LAYOUT r1\ • �'',�� �� `40 w �� P�•' CO � Li c W Q'. CD 00 C4 J � W .> C-1 �'.• LL_ W ryo �j%•��•4.. W W � O W N O cr �. LL I< X V- 0 Z w� Q � 3:z Job No. REVISIONS P7863 Drawn By. JGO Date: 06/11/12 Scale: 1/4" = 1'-0" HVAC LAYOUT r1\ • �'',�� �� `40 w �� P�•' CO � Li c W Q'. CD 00 C4 U o OL .> C-1 �'.• LL_ 3' �j%•��•4.. co o (nWQ W N Job No. REVISIONS P7863 Drawn By. JGO Date: 06/11/12 Scale: 1/4" = 1'-0" HVAC LAYOUT O I O LO 70'-0" 65'-0" 5'-0" 16'-2" 21'-10" 2X4SYP#2 TAIL EXTENSION 36" MIN. LAP W/1-12d'S @ 16" O.C. 36" MIN. LAP W/1-12d'S @ 16" O.C. 16'-2" 2X4SYP#2 TAIL EXTENSION 21'-10" 65-0" 5-0" i V V 70'-0" Strong -Tie SIMPSON CONNECTOR LOADS FASTENERS SYP SPF LSTA12 925# 795# 10-10D LSTA24 1295# 1295# 18-10D LSTA36 1640# 1640# 24-10D SP2 1065# 605# 12-10d SP4 885# 760# 6-10D X 1 1/2" SP1 585# 585# 10-10D RSP4 315# 285# 4-8D X 1 1/2" H2.5 415# 365# 10-8D H10 965# 905# 16-8D X 1 1/2" H10-2 760# 760# 12-10D Strong -Tie LOADS FASTENERS SYP SPF SIMPSON CONNECTORS FASTENERS WOOD TRUSS/RAFTER TO C.M.U. = (1) HETA20 U-1810# 28-16d 10-10dx1 1/2 2 -PLY GIRDER TRUSS/BEAM TO C.M.U. = (2) HETA20 U-2500# 12-16d/ 5/8"ANCH. 12-16d WOOD TRUSS/RAFTER TO WOOD FRAMING = (1) MTS12 U-840# U-730# 14-1Odx1 1/2 FRAME STUDS AND 1- HTT16 TO SLAB/ BOND BEAM • � 18-16d/ 5!8"ANCH. 28-16d GIRPDER TRUSS/BEAM TO WOOD FRAMING = (2) HTS20 U-1680# U-1460# C.M.U. MGT TO BOND BEAM 22-10d/ 5/8" ANCH. FRAME MGT TO INVERTED HTT22 ON POST WOOD TRUSS TO WOODTRUSS = (1) HUS26 U- 1390# X 14-16d R- 10000# w� WOOD GIRDER TO WOOD GIRDERTRUSS U- 3415# 32-16d! 518"ANCH. 58-16d 2PLY TYPICAL = (1) HGUS48 BEAM/HEADER W/ MIN. 2 -JACKS AND 1 -STUD R- 7890# 48-10dx1 1/2 /B\ W/ MIN. 3- LSTA24'S TO STUDS (EACH SIDE) U-5954 U-510# � CONVENTIONAL FRAMED JOINTS = (1)- A35 R-595# R-510# 12-8dx1 1/2 FOR MISSED (1HETA20 USE (1) HTSM16 1-U-11754 1-U-10204 4-1/4" X 2 1/4" TAPCONS FOR MISSED (2MTA20 USE (2) HTSM16 2-U-20004 2- U-1800# & 10 - 10D'S PER STRAP * UNLESS OTHERWISE NOTED 4200# EVERY 31" USE (3) LSTA24 MAY BE USED IN LIEU OF (2) HTS20 OR (3)- CS16 STRAPS SIMPSON StrI i@ UPLIFT FASTENERS CONNECTORS LOADS 1 FRAME 2-MTS12's BEAM TO POST (SEE ALT D1) ABU44/ABU66 POST TO SLAB/ BOND BEAM 1680# 28-16d W MIN 2" SIDE COVER TO EDGE OF SLAB .j 12-16d/ 5/8"ANCH. W 2- HTS20 STRAPS- GIRDER/BEAM TO POST/ MULTIPLE 2900# 48-10dx1 1/2 2 FRAME STUDS AND 1- HTT16 TO SLAB/ BOND BEAM • � 18-16d/ 5!8"ANCH. 3 C.M.U. 2- HETA20'S GIRDER TO BOND BEAM 2500# 24-16d C.M.U. MGT TO BOND BEAM 22-10d/ 5/8" ANCH. FRAME MGT TO INVERTED HTT22 ON POST H/I 4 Q 4200# X WITH 5/8" THREADED ROD w� HTT22 POST TO SLAB/ BOND BEAM Q 32-16d! 518"ANCH. 2- HTS20 STRAPS- GIRDER/BEAM TO LOWER BEAM/HEADER W/ MIN. 2 -JACKS AND 1 -STUD 48-10dx1 1/2 /B\ W/ MIN. 3- LSTA24'S TO STUDS (EACH SIDE) 2900# D � BEAMS AND 1- HTT16 TO SLAB/ BOND BEAM 18-16d/ 5/8"ANCH. TO EACH SIDE OF BEAM. (3) CS16 COIL STRAP POST TO POST Q THROUGH FLOOR SYSTEM OR WALL 4200# EVERY 31" USE MIN 12" ON EACH POST 28-8d MIN (22) 10D NAILS PER STRAP (6TAPCONS HUSC410/HUS410 2065# REACTION 1755# 816D MBHA HANGER 20895# REACTION Q 3145# (2) ATR 3/4 X 8" MIN 2" FROM EDGE OF CMU I 1810D STRUCTURAL DESIGN SERVICES OR ITS P.E. WILL BEAR NO RESPONSIBILITY FOR ERROR IN TRUSS DESIGN OR MANUFACTURE THE BUILDER AND THE TRUSS MANUFACTURE ARE TO REVIEW QUANTITIES, BEARING HEIGHTS AND DESIGN LOADS BEFORE MANUFACTURE. TRUSS MANUFACTURER/CONTRACTOR TO VERIFY THAT TRUSS GIRDERS HAVE MEMBERS OR WEBS DESIGNED TO ACCOMMODATE HOLD DOWN HARDWARE STRUC11 k DESGN SERMCES 235 S UTLAID AM INT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 Job No. REVISIONS P7863 Drawn By. JGO Date: 06/11/12 Scale: 1/4" = 1'-0" FRAMING LAYOUT J I-- W .j C) W W W � O U) O 0 _jLLD X Z w� Q CL�z D � Job No. REVISIONS P7863 Drawn By. JGO Date: 06/11/12 Scale: 1/4" = 1'-0" FRAMING LAYOUT WALL SHEATHING 1/2" CDX PLYWOOD OR 7/16" OSB FOR 7/16 OSB 24" MAX SPAN BLOCK AS NEEDED 21/4"x.099 RING SHANK 6" O.C. EDGES 12" O.C. INTERIOR ROOF SHEATHING 1/2" CDX PLYWOOD OR 7/16" OSB FOR 7/16 OSB- 24" MAX SPAN BLOCK NEEDED FOR HIGH WIND VELOCITY ZONE USE MINIMUM 19/32" CDX 5'-0" ROOF E E 4'-0" I © p 4'-0"E© RIDGE 4'-0" 0 Q 4'-0"T_ 11T © L(jY ID(� I ROOF ATTACHMENT PLAN SHEATHING SHALL BE FASTENED WITH MIN. #8 GUN NAILS OR 2 1/4"X.099 RING SHANK ZONE 1 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 12" O.C. ZONE 2 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. ZONE 3 EDGES @ TRUSSES 6" O.C. AND INTERMEDIATE TRUSSES 6" O.C. ROOFEDGE TOP CHORD BLOCKING4'-0" O.C. MAX. IN FIRST 2 FRAMING SPACES @ EA. END ROOF SHEATHING = 0 T-1 I 1� C7 I z 0 J m BUILDING LENGTH ROOF SHEATHING LAYOUT AND DIAPHRAGM BLOCKING SHINGLE -SHALL ( OMPLY WITH ASTMD225 OR ASTMD3462 FASTENER SHALL BE MIN 12 GAUGE SHANK W/ 3/8" HEAD AND PENETRATE ROOF SHEATHING 3/4" MIN (6) PER SHINGLE PER MANUF. SPECS GRADE LINE ANCHOR BOLTS 6" MAX DISTANCE FROM EDGE AND 32" O.C. GRADE LINE (3) STUDS IN A WALL MAY BE USED IN LIEU OF 4x4 P.T. POST TO MAX REACTION OF 4600# 44 PARRALM POST MAY BE USED IN LIEU OF 4x4 P.T. POST LOAD BEARING WALLS O.C. SPACING 2X WALL FRAMING MAX HEIGHT #2 S.Y.P. MAXIMUM HEADER STUD(S) jv?, POURED HEADER SPAN @ EACH END LINTEL EACH END OF SIZE 12'-0" CONT. 8"CMU d; (2) 2"X6" (TYP) 1 1 1 (2) 2"X8" FILLED � 1 (3) 1/2"X8" ANCHOR BOLTS (2) 2"X10" � 2 OR 5/8" X 8" WEDGE ANCHORS CELL . e T-8" 2 W/ 2"X2"X1/8 WASHER AND (TYP.) * SIMPSON LSTA 12 OR USP LAST12 WITH SIMPSON p SP4 OR USP SPT4 @ EA. JACK STUD. NUT SPACED EVENLY FROM PROVIDE 1 SIMPSON SP4 OR USP SPT4 @ THE TOP 2x6 SOUTHERN PINE a ** ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL BE FLOOR TO BOND BEAM. SET 2x8 SPRUCE FIR 16" THREE IN JOINTS PRIOR TO FILLING. EXT. FRAME WALL TO 12" BLOCK WALL CONNECTION 21'-0" FOR INTERIOR BEARING FRAME WALL TO CMU USE 1/4"x TAPCONS @ 12" O.C. TO FILLED OR UNFILLED CELL MIN 1 1/2" EMBEDMENT GRADE LINE ANCHOR BOLTS 6" MAX DISTANCE FROM EDGE AND 32" O.C. GRADE LINE (3) STUDS IN A WALL MAY BE USED IN LIEU OF 4x4 P.T. POST TO MAX REACTION OF 4600# 44 PARRALM POST MAY BE USED IN LIEU OF 4x4 P.T. POST LOAD BEARING WALLS O.C. SPACING HEADER/STUD/STRAP CHART MAX HEIGHT #2 S.Y.P. MAXIMUM HEADER STUD(S) FULL LENGTH STRAP(S) AT HEADER SPAN @ EACH END STUDS @ EACH EACH END OF SIZE 12'-0" 2x4 SPRUCE FIR END HEADER (2) 2"X6" 5'-1" 1 1 1 (2) 2"X8" 6'-0" 1 1 1 (2) 2"X10" 8'-2" 2 2 2 (2) 2"X12" T-8" 2 2 2 * SIMPSON LSTA 12 OR USP LAST12 WITH SIMPSON 2x6 SOUTHERN PINE SP4 OR USP SPT4 @ EA. JACK STUD. THREE PROVIDE 1 SIMPSON SP4 OR USP SPT4 @ THE TOP 2x6 SOUTHERN PINE AND BOTTOM OF ONE WALL STUD AT EACH SIDE OF OPENINGS. ** ANY ALLOWABLE HEADERS THAT EXCEED THE MAXIMUM SPAN SHALL BE NOTED ON THE ROOF PLAN. 2x8 SPRUCE FIR LIMITING HFIGHTOP STIjnC SIZE, #2 GRADE O.C. SPACING BLOCKING # OF ROWS MAX HEIGHT 2x4 SPRUCE FIR 16" NONE 8'-0" 2x4 SPRUCE FIR 16" ONE 10'-0" 2x4 SPRUCE FIR 16" TWO 12'-0" 2x4 SPRUCE FIR 12" THREE 14'-0" 2x4 SOUTHERN PINE 16" THREE 13'-4" 2x4 SOUTHERN PINE 12" THREE 15'-0" 2x6 SPRUCE FIR 16" NONE 914" 2x6 SPRUCE FIR 16" TWO 14'-4" 2x6 SPRUCE FIR 12" THREE 16'-0" 2x6 SOUTHERN PINE 16" THREE 17'-0" 2x6 SOUTHERN PINE 12" THREE ALUM. FRAMED WINDOW 2x8 SPRUCE FIR 16" THREE 18'-0" 2x8 SPRUCE FIR 12" THREE 21'-0" 2x8 SOUTHERN PINE L 16" THREE 22'-4" 2x8 SOUTHERN PINE 12" THREE 24'-0" TYPICAL GIRDER OR POST TRUSS TRUSS (OR RAFTER)(2) MTS12 TO (3) STUDS W/ MIN CONNECTOR DOUBLE TOP PLAT 2-2X12 HEADER UNLESS 1 ER SE NOTE SP4/RSP / I I ALT N ,EA. STA Y0 I- U)Q Ow Z m¢ �a d0 LL I- LL OD U LSTA 12 SP2/ SP4 AT 32" O.C. MIN. DBL. 2x8 HDR. MET. DRIP EDGE FULL LENGTH ` LSTA 12 STUD/PLATE R-30 MAY BE REQUIRED PER WALL STUDS SP1 - 6-1 OD/4-1 OD DETAILS. BLE TRUSS UTRUSS AT CUBEARING TOP PLATE END NAILINGLATERAL q21/4 BRACE @ 8'O.C. X.099 RING SHANK M " O.C. EDGES SP2 - 6-10D 12" 0.�INTERMEDIATE CONTINUOUS 2x8 #2 SYPNAILS SP4 - 6-10DX1.5X1.5 5d COOLER NAILS @ 8" O.C.NSIDE FACETRUSS OPLA E A LSTA12 10-10D O.C. MID -WALL BLKG. — HEADER STUDS 1/2" GYP. CEILING BOARD CONT. SP1/SP4 OR SPH4 32" O.C. 1. OR 5/8" DRYWALL —NAIL PER AT 16 O.C. SCHEDULE NOTE: II I I @ 2 STORY IN LIEU SP1/SP4 1/2" ANCHOR BOLT @ BOTTOM PLATE USE EA. SIDE OF STUDS LSTA 24 STUDS TO RIM m w �_T(OR 2 ON 1 SIDE) (� 1/2"X8" ANCHOR BOLT OR PT. SILL PLATE 5/8" X 6" WEDGE ANCHOR SP4/RSP4 EA. STUD MAX 6" FROM HEADER STUDS AND 32" O.C. TYPICAL TYPICAL FRAMING AND CONNECTIONS FOR OPENINGS GENERAL NOTES 1. ALL ROOF AND FLOOR JOIST, BEAMS/HEADERS TO BE MIN. SOUTHERN YELLOW PINE #2 ROOF, FLOORS AND BEAM FRAMING WALLS TO BE SPRUCE #2 MINIMUM. MAXM, C. OF 19% EXTERIOR LUMBER OR TOUCHING CONCRETE TO BE PRESSURE TREATED. CCA. 40 MIN. 2. PROVIDE ADEQUATE BRACING AND BRIDGING TO TRUSSES TO RESIST WIND AND OTHER LATERAL FORCES 3. ALL GALVANIZED STEEL FLASHING TO BE ASTM A 653/D-224 G-90 ZINC COATED MIN 26 GA. 4. SHINGLES TO BE FASTENED WITH 1 1/4" NAILS, 6 PER SHINGLE EQUALLY SPACED PER MANUFACTURERS SPECS 5. PRE -PAINTED DRIP EDGE TO BE ASTM A 755 6. VENTILATION OF ATTIC -RATIO TO BE NOT LESS THAN 1/ 150 OF FREE VENTED AREA/ CEILING PER FBC 2010 CHAP R806 BUILDER TO VERIFY LOCATION 7. SECURE CONDENSER UNIT WITH 1 /4"X3" TAPCONS @8"O.C. MAX AND (2) AT CORNERS, 8. PROVIDE DRIP EDGE AT EAVES AND GABLES OVERLAP A MIN OF 2" AND FASTEN @ 8' O.C. 9. 1/ 4" MAX GAP BETWEEN DOOR JAMBS AND ROUGH OPENINGS. SCREWS TO PENETRATE STUDS 1-1/ 2" SEE MANUF. SPECS. 10. STUCCO TO BE 5 /8" OVER CMU OR 7 /8" ON METAL LATHE OVER WOOD 11. ALL CONCRETE WITHIN 24" OF PERIMETER OF HOUSE TO BE TERMITE TREATED 11. WINDOW CONTRACTOR TO VERIFY ALL TEMPERED WINDOW LOCATIONS PER FBC 2010 SEC. R308 13. (3) STUDS IN A WALL MAY BE USED IN LIEU OF 4x4 PT POST. MAX REACTION OF 4600# 14. CONTRACTOR TO VERIFY W/ WINDOW AND DOOR SUPPLIER THAT ALL BEDROOMS HAVE REQUIRED EGRESS OPENINGS PRIOR TO INSTALLATION 15, ATTIC ACCESS REQ. 22"x36" W/ SWITCHED LIGHT 16. 1" DOOR CUT FOR AIR RETURN (1) - 3/8" x 1 - 7/8" WEDGE ANCHORS IN GALV. 1 "x4" "L" BRACKET TO PAD & (3) -#10 GALV TEX SCREW TO SHROUD 6" THICK CONCRETE PAD 2x4 SPRUCE BLOCK @ 48" O.C. NAILED BETWEEN FIRST (2) TRUSS BAYS W/ (2) 12d NAILS TOP AND BOTTOM CHORDS SHROUD COVER (1) - 3/8" x 1 - 7/8" WEDGEANCHORS IN GALV. 1"x4" "L" BRACKET TO PAD & (3) 410 GALV TEX SCREW TO SHROUD 1/2" DRYWALL 8" CMU 1"X4" OR 1"X2" P.T. NAILER 1X4 P.T. TO BE SECURED DOOR CASING W/4d CUT NAIL OR 1 3/8" T -NAIL 4" FROM END AND 16" O.C. NOTE: SHIM AS NEEDED DOORJAMB TO PLUMB JAMB W/(3) #8 SCREW OR 8d NAIL (5/8" EMBEDMENT IN 1"X4" MIN.) DOOR JAMB TO BLOCK NOTE: GAUGE 1X PT @ WINDOW 1/2" FOR DRYWALL RETURNS #5 CORNER BAR ALL LAPS 25" ,'MIN. ROUTED CELL W/#5 DOWEL TYP. REBAR LAP @ CORNERS 8" CMU—� 1"X4" P.T. NAILER SIDES: 1/2" DRYWALL 1 PT WINDOW BUCK FULL DEPT OF FRAME CUT NAIL 1 3!8" T.NAIL EACH AVAILABLE CHUALK UNDER NAILING FIN ENTIRE @ EACH JOINT. PERIMETER BEFORE NAILING, NO HEADER: LIGHT TO BE SEEN AROUND WINDOW. 1 PT WINDOW BUCK FULL DEPTH SECURE WINDOW TO BUCK W/ #6X1" PLATED SCREW OF FRAME IN EVERY FACTORY DRILLED INSTALLATION HOLE, W14d CUT NAIL OR 1 318" T -NAIL 8"-10" O.C. TYPICALLY 3 PER JAMB AND 2 PER HEADER. WINDOW ATTACHMENT IN BLOCK 2x4 SPRUCE BLOCK @ 48" O.C. NAILED BETWEEN FIRST (2) TRUSS BAYS W/ (2) 12d NAILS TOP AND BOTTOM CHORDS TYP OOF �81 2x4 B I MET. DRIP EDGE LATERAL BRACE @ 8' O.C. —SEE FASCIA DETAIL PRE -FABRICATED 2x4 X -BRACE 96" O.C. VENTED SOFFIT W/ (2) 12d NAIL EA. END GABLE TRUSS (5) 16d NAILS (TYP.) GABLE END NAILING 11��22 ��RR ((16' OSB SHIM 1/4 X.099 RING SHANK @ 6" O.C. @ EDGES CONTINlIOU -SPRUCE AND 12" O.C. INTERMEDIATE (2) 16d NAILS EA. TRUSS (TYP.) 16d NAILS @ 8" O.C. OR (1) A35 @ 32" O.C. TO INSIDE FACE TRUSS TO PLATE CONTINUOUS 2x8 #2 SYP 1/2" x 8" ANCHOR BOLT n W/ 2" WASHER @ 4' O.C. 5d COOLER NAILS @ 8" O.C. CONT. REINFORCED BOND BEAM OR #6 1 1/4" SCREWS 8" CMU GABLE END CONNECTION - CONC. BLK. .4" PVC VENT PIPE FORM BIDS .� 7 I . fORM BIDS #5 REBAR I �� \POURED Cb' 'CONC LINTEL U BLOCK SIDE VIEW 4" VENT PIPE THRU LINTEL TOP VIEW TIE TO HORIZ, BAR 1 1/2" MIN. COVER ------------------------------- -------------- a - HOOK ------------ MASONRY C NC BLK WALL SYSTEM VERTI��iiL DO� EL IN T GROU�ED CELL CLEANOUT REQUIRED OR GROUTLIFT> . UNLESS ;. FOOTING DOWEL{ IS NOT l'� REQUIRED ~� 25" LAP FF FOOTING W/ HORIZ. REBAR ------- 6" HOOK MIN 3" COVER VERTICAL WALL REINFORCING MET. DRIP EDGE I I I I -SEE FASCIA DETAIL 2x4 X -BRACE @ 96" O.C.E-FABRICATED R-30 MAY BE REQUIRED PER w/ (2) 12d NAILS EA. ENDNTED SOFFIT DETAILS. BLE TRUSS CONTINUOUS 2x4 SPRUCELE END NAILINGLATERAL q21/4 BRACE @ 8'O.C. X.099 RING SHANK M " O.C. EDGES �1 12" 0.�INTERMEDIATE CONTINUOUS 2x8 #2 SYPNAILS (c� 8" O.C. OR (1) A35 32" O.C. 5d COOLER NAILS @ 8" O.C.NSIDE FACETRUSS OPLA E A OR #6 1 1/4" SCREWSTA12@48" O.C. 1/2" DRYWALLME WALL 1/2" GYP. CEILING BOARD GABLE END CONNECTION - FRAME 1/2" DRYWALL 8" CMU 1"X4" OR 1"X2" P.T. NAILER 1X4 P.T. TO BE SECURED DOOR CASING W/4d CUT NAIL OR 1 3/8" T -NAIL 4" FROM END AND 16" O.C. NOTE: SHIM AS NEEDED DOORJAMB TO PLUMB JAMB W/(3) #8 SCREW OR 8d NAIL (5/8" EMBEDMENT IN 1"X4" MIN.) DOOR JAMB TO BLOCK NOTE: GAUGE 1X PT @ WINDOW 1/2" FOR DRYWALL RETURNS #5 CORNER BAR ALL LAPS 25" ,'MIN. ROUTED CELL W/#5 DOWEL TYP. REBAR LAP @ CORNERS 8" CMU—� 1"X4" P.T. NAILER SIDES: 1/2" DRYWALL 1 PT WINDOW BUCK FULL DEPT OF FRAME CUT NAIL 1 3!8" T.NAIL EACH AVAILABLE CHUALK UNDER NAILING FIN ENTIRE @ EACH JOINT. PERIMETER BEFORE NAILING, NO HEADER: LIGHT TO BE SEEN AROUND WINDOW. 1 PT WINDOW BUCK FULL DEPTH SECURE WINDOW TO BUCK W/ #6X1" PLATED SCREW OF FRAME IN EVERY FACTORY DRILLED INSTALLATION HOLE, W14d CUT NAIL OR 1 318" T -NAIL 8"-10" O.C. TYPICALLY 3 PER JAMB AND 2 PER HEADER. WINDOW ATTACHMENT IN BLOCK 2x4 SPRUCE BLOCK @ 48" O.C. NAILED BETWEEN FIRST (2) TRUSS BAYS W/ (2) 12d NAILS TOP AND BOTTOM CHORDS TYP OOF �81 2x4 B I MET. DRIP EDGE LATERAL BRACE @ 8' O.C. —SEE FASCIA DETAIL PRE -FABRICATED 2x4 X -BRACE 96" O.C. VENTED SOFFIT W/ (2) 12d NAIL EA. END GABLE TRUSS (5) 16d NAILS (TYP.) GABLE END NAILING 11��22 ��RR ((16' OSB SHIM 1/4 X.099 RING SHANK @ 6" O.C. @ EDGES CONTINlIOU -SPRUCE AND 12" O.C. INTERMEDIATE (2) 16d NAILS EA. TRUSS (TYP.) 16d NAILS @ 8" O.C. OR (1) A35 @ 32" O.C. TO INSIDE FACE TRUSS TO PLATE CONTINUOUS 2x8 #2 SYP 1/2" x 8" ANCHOR BOLT n W/ 2" WASHER @ 4' O.C. 5d COOLER NAILS @ 8" O.C. CONT. REINFORCED BOND BEAM OR #6 1 1/4" SCREWS 8" CMU GABLE END CONNECTION - CONC. BLK. .4" PVC VENT PIPE FORM BIDS .� 7 I . fORM BIDS #5 REBAR I �� \POURED Cb' 'CONC LINTEL U BLOCK SIDE VIEW 4" VENT PIPE THRU LINTEL TOP VIEW TIE TO HORIZ, BAR 1 1/2" MIN. COVER ------------------------------- -------------- a - HOOK ------------ MASONRY C NC BLK WALL SYSTEM VERTI��iiL DO� EL IN T GROU�ED CELL CLEANOUT REQUIRED OR GROUTLIFT> . UNLESS ;. FOOTING DOWEL{ IS NOT l'� REQUIRED ~� 25" LAP FF FOOTING W/ HORIZ. REBAR ------- 6" HOOK MIN 3" COVER VERTICAL WALL REINFORCING e1_J I 12" MI 6 MIL VAPOR J BARRIER SEE ELEVATION I I I I R-19 MINIMUM 12 R-30 MAY BE REQUIRED PER SEE ELEV. ENERGY CODE FORM DETAILS. BUILDER TO VERIFY INSULATION ONE STORY BLOCK REQUIREMENTS PRIOR TO CONSTRUCTION s SEE TRUSS ANCHOR M SCHEDULE FOR TRUSS �1 ANCHOR REQ'D. CONT BEAD ROOFING MASTIC GALV METAL DRIP EDGE ASTM A527 W/ 1 1/4" GALV ROOFING NAILS 6" O.C. 1/2" GYP. CEILING BOARD 1X2 P.T. OR 5/8" DRYWALL 1x6 FASCIA OVER 2x4 SUB -FASCIA 8" LINTEL BLOCK REINF. W/ CONC. & 1 #5 REBAR MIN.25" LAP PER ORATED ALUM. SOFFIT P.T. 1x6 -EXTEND 8" BEYOND JAMB ON EACH SIDE 8" CONCRETE PRECAST ALUM. FRAMED WINDOW LINTEL WITH 1- #5 TYPE, CONFIGURATION AND REBAR SIZE OF WINDOWS VARY REFER TO PLANS AND ELEVATIONS 1/2" GYPSUM BOARD WALL FINISH BEYOND P.T. 1x4 AT SILL MARBLE SILL AND JAMBS PRECAST CONCRETE WINDOW SILL P.T. 1x2 FURRING STRIP :::':� :. 5!8" STUCCO ON CMU OR MIN. R4.1 INSULATION HARDI PLANK SIDING OVER 2x2 P.T. BASE BOARD FURRING STRIPS@16"O.C. 2x6 P.T. @ ALL CORNERS TYP. CONC. SEE ELEVATIONS SLAB W/ 6x6, 8"x16" CONC. BLOCK OR F W.W.M. OR FIBERMESH FILLED CELLS (SEE FLOOR PLAN) #5 DOWEL W/ LAP 25" MIN.LAP -`— 8" MIN. —I I --ASSUMED GRADE e1_J I 12" MI 6 MIL VAPOR J BARRIER III I I I I CLEAN, COMPACTED TERMITE TREATED FILL — —III 2-#5 REBAR 2!j=j; SEE FOUNDATION b 3 DETAILS. ONE STORY BLOCK MONO TRUSS 2 LAYERS 5/8" FIRERATEED DRYWALL ON TRUSS MTS12 24"O.C., 112' DRYWALL i 72' X 8" ,3-9t7LTS 32" O,C. 2.2 X6 P.T. LEDGER WALL SECTION P,T. FURRING STRIP W/ 112' DRYWALL 1. 'tf2" FIRE RETARDANT SHEATHING 4* -O' MW. WIDTH EACH SIDE OF WALL MONO TRUSS W X 16' C.MiU. WALL U 9€ 5 1- #5 IN CONT. CONC. NOTCH BLOCK IN TRUSS (TYP,) 8"X 18' C.M.U. WALL ONE STORY 2 HR. FIRE SEPARATION WALL 'TRIP LL 4C. BLOCK LLS (SEE FLOOR PLAN) W1 LAP 25' MIN.LAP w)11 VO) STRUCTURAL DESIGN SERVICES 2Z S WRARD AMC LNT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 DETAILS F Date: 06/11/12 Scale: N.T.S. REVISIONS u c b 3 Ld ����� o ��� N iLi Y co s v- M �1 �z ra 2 w' -•.0 a J C� d O 04 DETAILS F Date: 06/11/12 Scale: N.T.S. REVISIONS DETAILS 1/2" n PRESSURE TREATED SHIM r—DOOR FRAME TO BLOCK THRESHOLD BELOW 8" CMU.— -EXTERIOR DOOR ANCHOR DOOR JAMBS TO TYPICAL # 5 VERTI MASONRY WITH TAPCONS GROUTED CMU 1/4 RND. X MIN 2" PENETRATION INTO C.M.U. CONT. CAULK BEAD AND 1 1/4" INTO PRECAST THRU DOOR FRAME 6" FROM EDGE AND 12" O.C. IF 1 1/2" BUCK IS USED FOLLOW TAPCON NOTE AND SEE MANUFACTURERS SPECS FOR WINDOW TO BUCK ATTACHMENT JAMB AT EXTERIOR DOOR CLEAT 2 N.T.S. 1/2" DRYWALL - 8" CM SILL BELOW ALUMINUM/ VINYLWINDOW MH CONCRETE SILL BELOW TYPICAL # 5 VERTICAL DOW BUCK TO GROUTED CMU MASONRY WITH TAPCONS PRESSURE TREATED SHIM PE RND. X MIN 2" PENETRATION INTO C.M.U. AND 1 1/4" INTO PRECAST CONT. CAULK BEAD THRU WINDOW FRAME 6" FROM EDGE AND 12" O.C. IF 1 1/2" BUCK IS USED FOLLOW TAPCON NOTE AND SEE MANUFACTURERS SPECS FOR WINDOW TO BUCK ATTACHMENT WINDOW JAMB 8" CMU N.T.S. 15"-1-30"_f-30" 1511-1-- 30" —T— 30" CLEARANCE FIXTURE CLEARANCES GARAGE DOOR TRACK PRESSURE TREATED 2X6 WOOD JAMB ANCHOR TO BLOCK WITH --A 1/2" RND. X 8" LONG A.B. @ TOP BOTTOM & MIDPOINT MMS 8" CMU --J # 5 VERTICAL GROUTED CMU CELLS PER PLAN GARAGE DOOR D C.M.U. COLUMN OR WALL TO BEAM DETAIL �- PRESSURE TREATED 1X2 TRIM GARAGE DOOR JAMB 8" CMU N.T.S. WEEP SCREEDS DETAIL N.T.S. sized sheet gage), vertical attachment flange of 3-1/2 foundation plate line on exterior weep screed shall be placed a Ir 2 inches (51 mm) above paved er to drain to the exterior of the 1e attachment flange. The exterior flange of the weep screed. 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND TILE TILE PER CONTRACT FOR SHINGLE USE FIBERGLASS SHINGLE ASTM D3161 OVER 15# FELT (ASTM D226 OR D4869 TYPE 1 OVER 7/16" OS. B. (6) 1 1/4" GALV ROOFING NAILS PER 3 -TAB (8) 1 1/4" GALV ROOFING NAILS FOR ARCH SHINGLES MING PLAN TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. 2010 FBC RESIDENTIAL SECTION R703.8 FLASHING WALL PER PLAN RUN KICKOUT FLASHING 6" PAST EDGE OF ROOF 5"x5" METAL FLASHING w/TAR BETWEEN FLASHING AND SHINGLES ROOF PER PLAN II — TYPICAL ROOF TO WALL FLASHING DETAIL N.T.S. PLAN VIEW APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1 1/8 INCHES (28mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD -FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. NOTE: 7/ 8" STUCCO ON METAL LATHE ON 15 LB FELT AND OVER 2ND LAYER OF 15 LB FELT OR ONE LAYER OF FELT ON HOUSE WRAP 7/16" O.S.B. SHEATHING OR 1/ 2" PLYWOOD SHINGLES 15# FELT 15/32" C.D.X. OR 7/16" O.S.B. (MIN. 2.5:12 PITCH) 2x's @ 24" O.C. W/ HUGHES MP35 ATTACHED TO SHEATHING WHEN GREATER THAN 24" x 24". LATH AND STUCCO FOIL FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6" WIDE) GABLE END FLASH ING- CON C.BLK. N.T.S. RAFTER CRICKET AND FLASHING DETAIL N.T.S. CDX PLYWOOD OR O.B.S. 15# FELT "J" METAL FLASHING 4x5 BASE FLASHING —� 1" BELOW MASONRY wnOL RASED EXTERIOR SHEATHING -OSB #15 FELT DRAINAGE PLANE PAPERBACK LATH NOMINAL STUCCO THICKNESS - DRAINAGE PLANE OVERLAP CONTROL BEAD FLASHING AND MEMBRANE STRIP OVER WOOD FRAME/MASONRY INSULATION METAL OR PLASTIC EXPANSION JOINT MEMBRANE STRIP COVERING WOOD FRAME/MASONRY INTERSECTION UNDER EXPANSION JOINT EQUAL TO PROTECTOR WRAP BT-20XL - 9" WIDE TO EXTEND 2" BELOW THE CMU 5/8" NOMINAL CEMENTIOUS FINISH STUCCO FLASHING DETAIL a@ CMU/FRAME INTERFACE I I } u c i STRUCTURAL DESGN SERMCES 235 S WnA AMC LUT 216 MAITLAND, FL. 32751 Phone (407) 645-2799 Fax (407) 374-2754 W w a D � O `n o U. 0 Z w wo Q a z D � Job No. REVISIONS P7863 Drawn By. JGO Date: 06/11/12 Scale: N.T.S. DETAILS u c a 'o M `,`LD1 1 e���Q P` % IJJJ� W W j S ••• v • �/ N LL M •"r • z W O � –1rJ0 W OC '- r. CM > zQ T3 � Z5 p _j O ,s'OJJ N e111 O� Job No. REVISIONS P7863 Drawn By. JGO Date: 06/11/12 Scale: N.T.S. DETAILS