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HomeMy WebLinkAbout5814 12th St0 -- ENGINEER'S NOTES ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2004 SECTION R-301 ,ASCE 1-02, THE 2005 SUPPLEMENT AND THE 2006 SUPPLEMENT. 1) THE BASIC DESIGN WIND SPEED = 120 MPH (3 SECOND GUST) 2) THE IMPORTANCE FACTOR = 1,0 l BUILDING CAT, lI RESIDENTIAL) 3) THE EXPOSURE CATEGORY = B 4) THE INTERNAL PRESSURE COEFFICIENT = +/- 0.18 (ENCLOSED) 5) THE COMPONENT AND CLADDING DESIGN PRESSURES ARE PER THE FBC TABLE R301.2(2) FOR A BUILDING WITH A MEAN ROOF HEIGHT OF LESS THAN 30'-0" EXPOSURE B. 10'-2° DISTANCE FROM THE EXTERIOR r —I-- WALL TO THE EXISITING RIDGE 20'-4" EXISTING HOUSE FRONT ELEVATION 14'-0" NEW ADDITION FOR GABLES OR HIP ROOFS VENTILATION SHALL BE PROVIDED TO FURNISH CROSS VENTILATION OF EACH SEPERATE ATTIC. THE RATIO OF TOTAL NET FREE VENTILATING AREA TO THE AREA OF THE CEILING SHALL BE NOT LESS THAN 1/150. GLAZING GLAZING THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF- 01 GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS ASSEMEBLIES. 02 GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATH TUBS AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN foO" ABOVE THE DRAIN INLET. 03 GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEARBY VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FINISH FLOOR OR WALKING SURFACE. 04 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE, THAT MEETS ALL THE FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANEL OTHER THAN THOSE LOCATIONS (B) BOTTOM EDGE LESS THAN IS" ABOVE THE FLOOR (G) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR (D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING REFER TO THE THE 2004 FLORIDA BUILDING CODE RESIDENTIAL -SECTION R308 FOR ADDITONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING ROOF VENTING ROOF VENTING ROOF METAL VENTING ROOFING ROOF VENTING ROOF VENTING ROOF VENTING ROOF VENTING I _ TEMPERED w OBSCURE o.El EH 2 -- - -- - Ld LEI LEI hd El 8'- 3If A MIN OF 16" OF GROUND CLEARANCE TO ANY UNTREATED WOOD. ml on 65'-6" RIGHT ELEVATION r�jnv .------------------------------_---_______--____---_-----------------_---------------__-----------_--__-___-_--_____ 3,45 / 12 +/- _ " iZ-©q ov- Ze ���� i'UWS NEW ADDITION -0" EXISTING HOUSE 14'-0" NEW ADDITION 20'-4" EXISTING HOUSE 34'-4" LEFT ELEVATION READ? ELEVATION J N ij. I7 1 o'`T DATE : 2/Oro /08 SCALE: 1/4 11 1' O" R. 5. HANLEY PAGE I DESIGN SERVICES INC. MOBILE/ OFFICE 352-206-5821 OFFICE FAX 352-588-2342 P 0 BOX 1325 SAN ANTONIO FLA. 33516 THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFOR AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS. IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR DELAY TO THE JOB, THE CONTRACTOR NEEDS TO VERIFY AND UNDERSTAND ALL INFORMATION BEFORE BIDDING OR STARTING ANY WORK ON THE JOB, THE PLUMBING , ELECTRICAL AND MECHANICAL PARTS OF THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB. BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF THE CURRENT FLORIDA BUILDING CODE. THESE CHANGES ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER OF RECORD FOR THIS PLAN. SEE THE SIMPSON STRONG TIES CATALOG FOR ANY ADDITIONAL INFORMATION ON ANY OF THE SIMP50N FASTENERS SPECIFIED ON THIS PLAN. CATALOG C-2008 EFFECTIVE 1/ 1/ 08 BECAUSE THIS IS AN ADDITION IT WILL SE THE RESPONSIBILITY OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK. THE HOMEOWNER REQUIRES THAT THIS NEW ADDITION MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION IS NOT ON THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE NEW WORK IS MATCHING THE EXISTING. RUD1' and KRISTI DOROUEE 5814 12th STREET ZE10HYRHILLS, FLORIDA EAST PASCO COUNTY 33542 TOTAL NEW ADDITION -15ro SF DAVID UJ, SM,ITH, P.E. FLORIDA LIC.* 53608 352-521-0865 OFFICE 352-521-08roi FAX. SSOS WALLASTON DRIVE DADE CITE' ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAIN AND FOUND IT TO BE IN COMPLIANCE WITH SECTION R-301 OF THE FLA. BUILDING CODE 2004 ASCE "I - 02 , THE 2005 AND THE 200ro SUPPLEMENT. THE WIND DESIGN PRESSURES ARE BASED ON A 120 MPH ( 3 SECOND GUST) WIND ZONE. DAVID W. SMITH PE * 53608 PAD "All 32"x32"Aro" 3000 PSI CONCRETE PAD WITH 05 REBARS IN BOTH DIRECTIONS AT 6" OC TIED TO ROD CHAIRS PAD 1115 2411x24"x12" 3000 PSI CONCRETE PAD WITH 05 RE3AR5 IN BOTH DIRECTIONS AT (o" OC TIED TO ROD CHAIRS i O O O O O O O O 1 O O O O O 1 0 O O O 1 O O O O 1 0 O O O ALL WOOD HEADERS WILL BE LAPPED A MIN OF 48" AND NAILED WITH 12d COMMONS AT 12" OC IN (3) ROWS AND ON EACH SIDE OF ALL SPLICES. WOODEN FLOOR BEAM DETAIL NO PLYWOOD SPACERS REQUIRED ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS SHALL BE NO LESS THAN 02 SOUTHERN YELLOW PINE LUMBER. IF THE LUMBER WILL BE IN THE WEATHER OR CLOSER THAN 18" FROM THE GROUND IT WILL NEED TO BE PRESSURE TREATED. EXCEPT AS NOTED, NOVELTY PINE SIDING OVER 1/2" CDX OR OSB SHEATHING SIMPSON SPi AND SP2 STUD PLATE TIES AS PER THE THE TRUSS LAYOUT UNLESS OTHERWISE NOTED (2) HT516 TRUSS STRAPS PER EACH PIER FL538-123 *5 REBAR IN FILLED CELLS IN H 8"x16" CONCRETE PIERS GRADE THE BOTTOM OF THE FOOTER WILL BE A MIN DISTANCE OF 12" INTO EXISTING GROUND 4 i- rl m O� I z C4 Lu al d �i Q I I 1 I 1 I A I I A , 1 I 1 1 28'-b" 1 8-0 I 8-O 8-O 8-O i 8-0 81-9 1- - -�- - �- - - - - - - - - - - - - - f -� -� -rI ------------------- -ELT: A A A A A ;A ' 1 �-1 4LL OF THE PIERS WILL BE I u� 'OURED SOLID WITH 3000 ; 1-8 y I = 'Si CONCRETE AND HAVE ----- `--------- 1-- OI ' 05 REBAR IN ALL CELLS. 1 5EE THE DETAILS FOR THE c 'AD SIZES. -- 3' 1 1 , 1 - ----- ;------------r-1�1� ------------ -----; IT1- r r----'-;-A 1 u I u I 1 n 1 a � 1 u 1 n 1 u � 8 -0 3 -S 4 -3 i 8 -O 8 -O Z -1 2 -8 1 1 1 I 1 1 1 1 I 1=0UNDATION PLAN TRIPLE 2x12 FLOOR BEAMS / NAILED WITH 12d COMMONS IN (3) STAGGERED ROWS AT 12" OC MIN LAP OF 48" EXISTING HOUSE I USE SIMPSON NCA210-16 - I BRIDGING FL414-121 T THE MID POINT OF THE FLOOR JOISTS DBL 2x12 FLOOR BEAM - - J SAME NAILING PATTERN I; I TRIPLE 2x12 FLOOR BEAMS / NAILED WITH 12d COMMONS IN (3) STAGGERED ROWS AT 12" Or, MIN LAP OF 48" 28'-fo" - - - -- FLOOR JOIST FRAMING PLAN 3/4" STURDI FLOR T46 SHEATHING GLUED AND NAILED TO THE FLOOR JOIST 2x10 FLOOR JOIST AT 16" OC (2) SIMPSON HETA 12 EMBEDDED STRAPS PER PIER TO ATTACH THE FLOOR BEAMS TO THE CONCRETE PIERS. FLISOI-128 FOUNDATION CROSS SECTION DETAIL USE 5IMP50N LU28 FACE MOUNTED U HANGERS FL414-121 ON ALL JOIST TO BEAM CONNECTIONS -------------------- - - ----- 3'-ro I, 2'-8" I EXISTING HOUSE FLOOR JOIST LOADINCs 40 PSF LIVE LOAD 10 PSF DEAD LOAD 360 DEFLECTION MAX SPAN FOR 16" OC SPACING IS W-1" WITH NO.2 GRADE 2x10 JOISTS SOUTHERN YELLOW PINE 8'-9" I 1 1 1 1 1 I I 1 1 I I 1 I 1 1 1 Q 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DATE : 2/Oro /08 SCALE: �� PAGE 2 1/4 = 1-O DESIGN SERVICES INC. MOBILE/ OFFICE 352-20(o-5821 OFFICE FAX 352-588-2342 RR' 8' HANLEY P 0 BOX 1325 SAN ANTONIO �- --- -� FLA. 3351ro THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFOR AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS. IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY AND UNDERSTAND ALL INFORMATION BEFORE BIDDING OR STARTING ANY WORK ON THE JOB. THE PLUMBING, ELECTRICAL AND MECHANICAL PARTS OF THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB. BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF THE CURRENT FLORIDA BUILDING CODE. THESE CHANGES ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER OF RECORD FOR THIS PLAN. SEE THE SIMPSON STRONG TIES CATALOG FOR ANY ADDITIONAL INFORMATION ON ANY OF THE SIMPSON FASTENERS SPECIFIED ON THIS PLAN. CATALOG C-2008 EFFECTIVE I/ 1/ 08 BECAUSE THIS IS AN ADDITION IT WILL 15E THE RESPONSIBILITY OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK. THE HOMEOWNER REQUIRES THAT THIS NEW ADDITION MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION IS NOT ON THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE NEW WORK IS MATCHING THE EXISTING. RUD1' and KRISTI DOROUEE 5014 12th STREET ZEFHYRHILLS, FLORIDA EAST PASCO COUNTY 33542 TOTAL NEW ADDITION 15ro SF DAVID W. SMITH, P.E. FLORIDA LIC." 53608 352-521-0865 OFFICE 352-521-086-I FAX. 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH SECTION R-301 OF THE FLA. BUILDING CODE 2004 ASCE -1 - 02, THE 2005 AND THE 200ro SUPPLEMENT. THE WIND DESIGN PRESSURES ARE BASED ON A 120 MPH ( 3 SECOND GUST) WIND ZONE. DAYID W. SMITH PE 0 53608 FRAMING NOTES: 1) ALL WOOD USED FOR SOLE PLATES OR IN CONTACT WITH SOIL WILL BE *2 PT SOUTHERN YELLOW PINE . 2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE *2 SPRUCE OR BETTER AND SPACED 16" OC, 3) ALL ENG. WOOD BEAMS SUCH AS PARALLAMS HAVE BEEN DESIGNED ACCORDING TO THE TRU65JOIST SPECIFICATIONS. 4) ALL OF THE SIMP50N FASTENERS AND HANGERS MAY BE REPLACED WITH THOSE OF EQUAL OR GREATER VALUES, ALWAYS VERIFY TINS WITH THE ENG, OF RECORD, 5) ALL ELECTRICALPLUMBING AND MECHANICAL ROUGH INS MUST BE COMPLETED, INSPECTED AND APPROVED PRIOR TO REQUESTING A FRAMING INSPECTION. 6) ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED CENTER OF THE STUD UNLESS NOTED OTHERWISE. -1) ALL OF THE EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE FRAME OR MASONRY WALL WHICH WILL ALIGN WITH THE FOUNDATION WALL BELOW. (FRAME WALLS ARE HELD IN 1/2" TO ALIGN THE EXTERIOR SHEATHING WITH THE FOUNDATION). 8) ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. 9) ALL WOOD HEADERS ARE TO BE NO LESS THAN A DBL 2X6 *2 SOUTHERN YELLOW PINE WITH A 1/2" SPACER, GLAZING GLAZING THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF- *1 GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS ASSEMEBLIES, 02 GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATH TUBS AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET, 03 GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEARBY VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FINISH FLOOR OR WALKING SURFACE, 04 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL THE FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANEL OTHER THAN THOSE LOCATIONS (1=3) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 36" ABOVE THE FLOOR (D) ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE PLANE OF THE GLAZING REFER TO THE THE 2004 FLORIDA BUILDING CODE RESIDENTIAL -SECTION R308 FOR ADDITONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING 65'-6" 54'-2" I1'-4" - 3'-4 _�_ 6 -4 I 11-0 �, _ 15 -6 10 -6 �_- - - SH 33/2 TEMPERED 31+ 41- [30+ 33- 1 30+ 33- l b135Gl1RE SH 25 5H 25 5H 25 — 5H 25 — 5H 25 ,ATTIC ACCESS ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ,FT, AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH FRAMED OPENINGS NOT TO BE LESS THAT 2211X30" INCHES. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN ACCORDANCE WITH 2O04 FLORIDA BUILDING GODS RESIDENTIAL -SECTION M1305.1.3, THE DESIGN WIND PRESSURE RATINGS ARE LISTED FOR EACH OPENING.THE WINDOWS AND DOORS CHOOSEN BY THE HOMEOWNER OR CONTRACTOR WILL NEED TO MEET OR EXCEED THESE PRESSURES LISTED BY EACH OPENING. ONLY WINDOWS AND DOORS WITH A FLORIDA APPROVAL RATING M SHALL BE USED. THIS MANUFACTURERS INFORMATION WILL BE REQUIRED BEFORE ANY INSTALLATION OF THESE PRODUCTS, MAIN FLOOR PLAN DATE : 2/Or /08 SCALE: 1/4" = 1'-0" R, S. HANLEY PAGE 3 DESIGN SERVICES INC, MOBILE/ OFFICE 352-206-5521 OFFICE FAX 352-588-2342 P 0 BOX 1325 SAN ANTONIO FLA. 3351ro THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFOR AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR DELAY TO THE JOB, THE CONTRACTOR NEEDS TO VERIFY AND UNDERSTAND ALL INFORMATION BEFORE BIDDING OR STARTING ANY WORK ON THE JOB, THE PLUMBING , ELECTRICAL AND MECHANICAL PARTS OF THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB. BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF THE i CURRENT FLORIDA BUILDING CODE. THESE CHANGES ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER OF RECORD FOR THIS PLAN. SEE THE SIMPSON STRONG TIES CATALOG FOR ANY ADDITIONAL INFORMATION ON ANY OF THE SIMP50N FASTENERS SPECIFIED ON THIS PLAN. CATALOG C-2008 EFFECTIVE I/ 1/ 08 BECAUSE THIS IS AN ADDITION IT WILL BE THE RESPONSIBILITY OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK. THE HOMEOWNER REQUIRES THAT THIS NEW ADDITION MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION IS NOT ON THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE NEW WORK IS MATCHING THE EXISTING. I RUDY and fKR IST l IDOROUEE 5514 12th STREET ZEFHYRHILLS, FLORIDA EAST PASCO COUNTY 33542 TOTAL NEW ADDITION 156 SF DAVID W. SMITH, P.E. FLORIDA LIC.0 53608 352-521-0865 OFFICE 352-521-08(ol FAX. 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN ,AND FOUND IT TO BE IN COMPLIANCE WITH SECTION R-301 OF THE FLA. BUILDING CODE 2004 ASCE i - 02 , THE 2005 ,AND THE 2006 SUPPLEMENT. THE WIND DESIGN PRESSURES ARE BASED ON A 120 MPH ( 3 SECOND GUST) WIND ZONE. DAVID W. SMITH PE * 53608 AN ELECTRICAL CONTRACTOR WILL NEED TO DETERMINE IF THE EXISTING HOUSE ELECTRIC PANEL WILL NEED TO BE UPGRADED FOR THE NEW ADDITION. ELECTRICAL SYMBOLS FAN /LIGHT COMBO FAN O RECESSED POT LIGHT DBL FLOOD LIGHTS EXHAUST FAN $ SINGLE SWITCH don GROUND FAULT OUTLET LIGHT $3 3-WAY SWITCH SMOKE DETECTOR 110 OUTLET CONCRETE ENCASED "LIFER" ELECTRODE IS REQUIRED PER ART 250-50. ISSS N.E.G. MUST BE INSPECTED PRIOR TO CONCRETE PLACEMENT, ELECTRICAL NOTES 1) IN ACCORDANCE WITH CHAPTER 411.003 (2) (1) OF THE FLORIDA ADMINISTRATIVE CODE ELECTRICAL, PLUMBING, AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO MEET ALL APPLICABLE CODES. THE SYSTEMS DRAWN HERON ARE BASED UPON THE HOMEOWNERS REQUIREMENTS. 2) ALL ELECTRICAL OUTLETS IN BATHROOMS, KITCHENS, AND EXTERIOR AREAS ABOVE COUNTER HEIGHTS AND WITHIN 6'-O" OF SINKS SHALL BE GFI ( GROUND FAULT INTERRUPTER) 3) ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER "AR" CIRCUIT. 4) SMOKE DETECTORS SHALL BE PLACED IN EACH BEDROOM AND IN HALLWAY AREAS ADJACENT TO BEDROOM AND OTHER LIVING AREAS ( SMOKE DETECTOR PER SECTION SO5.2.5) 5) PROVIDE AN OUTLET AND LIGHT WITHIN REACH OF EVERY ATTIC ACCESS AREA FOR ANY FUTURE SERVICE IN THE ATTIC AREA. ELECTRICAL PLAN HVAC VENT LAYOUT APPROX 1.5 TONS OF ADDITONAL AC WILL BE REQUIRED FOR THE NEW ADDITION. THE CONTRACTOR WILL NEED TO VERIFY THIS INFORMATION. 600 CFM 18000 BTUS IN ORDER FOR THE AC SYSTEM TO WORK EFFICIENTLY THE CONTRACTOR WILL NEED TO HAVE 6"Af PASS THROUGH VENTS ABOVE ALL DOORS OR INSTALL INDIVIDUAL RETURNS IN EACH ROOM, THE FIRST NUMBERS BY THE GRILL ARE THE SIZE OF THE VENT AND THE LAST NUMBER BY THE GRILL 15 THE DUCT SIZE. THE DUCT WORK, ALL FLEX RUNS AND DUCT RUNS COULD CHANGE DUE TO THE FRAMING OF THE HOUSE AND THE ROOF TRUSSES WEB DESIGNS. THE DUCTS ARE NOT SHOWN FOR THIS REASON, DATE : 2/Oro /08 SCALE: 1/4" = 1'-O" PAGE 4 DESIGN SERVICES INC, MOBILE/ OFFICE 352-20ro-5821 OFFICE FAX 352-568-2342 R' ` . HANLEY P O BOX 1325 SAN ANTONIO FLA, 33516 THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFOR AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS. IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY AND UNDERSTAND ALL INFORMATION BEFORE BIDDING OR STARTING ANY WORK ON THE JOB, THE PLUMBING , ELECTRICAL AND MECHANICAL PARTS OF THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB, BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF THE CURRENT FLORIDA BUILDING CODE. THESE CHANGES ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER OF RECORD FOR THIS PLAN. SEE THE SIMPSON STRONG TIES CATALOG FOR ANY ADDITIONAL INFORMATION ON ANY OF THE SIMPSON FASTENERS SPECIFIED ON THIS PLAN. CATALOG C-2008 EFFECTIVE 1/ 1/ 08 BECAUSE THIS IS AN ADDITION IT WILL BE THE RESPONSIBILITY OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK. THE HOMEOWNER REQUIRES THAT THIS NEW ADDITION MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION IS NOT ON THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE NEW WORK IS MATCHING THE EXISTING. RUD1' and KRISTI DOROUEE 5014 12th STREET ZEI=HYRHILLS, FLORIDA EAST PASCO COUNTY 33542 TOTAL NEW ADDITION 15ro SF DAVID W. SMITH, P.E. FLORIDA LIC.* 53608 352-521-0865 OFFICE 352-521-08rol FAX. 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HERE5Y CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH SECTION R-301 OF THE FLA. BUILDING CODE 2004 A5CE I - 02 , THE 2005 AND THE 200ro SUPPLEMENT. THE WIND DESIGN PRESSURES ARE BASED ON A 120 MPH ( 3 SECOND GUST) WIND ZONE. DAVID W. SMITH PE 0 53605 1) 2) 3) 4) 5) 6) UPLIFT CONNECTIONS ATTACH THE TRUSSES TO THE TOP OF THE FRAME WALLS WITH SIMPSON H2.5A HURRICANE TIES AT BOTH ENDS. FL503-122 USE SIMPSON VCT2 VALLEY TRUSS CONNECTIONS TO ATTACH LEGS UNDER THE CONVENTIONAL FRAMED RAFTERS TO THE 2X6 PURLINS AND AT THE RIDGE, FL3151-134 FASTEN THE FLOOR BEAMS TO THE PIERS WITH (2) SIMPSON HETA 12 EMBEDDED 5TRAP5 WITH A MIN EMBEDDMENT OF 4". FL1901-128 ATTACH THE WALLS TO THE BEAMS WITH (2) SIMPSON HT816 TRUSS STRAPS. FL538-123 ATTACH THE TOP AND BOTTOM PLATES THE STUDS WITH SIMPSON SPI AND SP2 STUD PLATE TIES AT 32" OG, FL414-121 ALL OPENINGS WILL HAVE SIMP50N DSP STUD PLATE TIES ON EACH SIDE, TOP AND BOTTOM. FL1423-125 USE A 1/2" GO BOLT THREADED ROD ON EACH END OF THE LVL. START AT THE PIER WITH A MIN OF 8" EMBEDDMENT AND GO UP THROUGH THE WALL TO THE TOP OF THE LVL AND ATTACH WITH A 2" SQ STEEL WASHER AND NUT. DATE : 2/O6/O8 SCALE.- 1/4 11 = V-0" PAGE 5 ALL HEADERS WILL BE A MIN OF A DBL 2X6 DESIGN SERVICES INC, NO PLYWOOD SPACER REQUIRED. NAIL WITH MOBILE/ OFFICE 352-206-5821 12d COMMONS IN (2) STAGGERED ROWS AT 12" orHANLEY I / OFFICE FAX 352-588-2342 R. S. P O BOX 1325 SAN ANTONIO FLA. 33516 i �t THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES AND THEREFOR AGREES TO NO LIABILITY INS RANGE A -- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- ----- --�^ ----- ----- -- - .. _ - ----- --... - ----- ----- ---- ----- ----- J-1 11 HOLD HARMLESSEMNI ESS, ID FY, AN F D DEFEND THE DESIGNER - _i _ 'I FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING: ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM j THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS. IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR ROOF TRUSSES 11 DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY - I'-O" ; CsA E 0R SEE ETAIL qABLE 6RAG &EE DE AIL AND UNDERSTAND ALL INFORMATION BEFORE BIDDING Q - - - - - - - - - - - - OR STARTING ANY WORK ON THE JOB. ' ' RAT RUNNER >< THE PLUMBING , ELECTRICAL AND MECHANICAL 1'-0" PARTS OF THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB. BUT THE CHANGES I GAeUk BR E sEE `TAIL- - - - BRACE SEE - - A- MUST MEET THE MINIMUM STANDARDS OF THE CURRENT FLORIDA BUILDING CODE. THESE CHANGES TRU JOIST 1.9E MICROLLAM ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER -- ----- ----- ----- ----- ----- --- - ----- ----- ----- ----- - -- ----- 3 1/2" x 11 14" x 16' ; OF RECORD FOR THIS PLAN. �I �I -__- - _--- ----- ----- ----- ----- ----- --- SEE THE SIMPSON STRONG TIES CATALOG FOR ANY ' --- ----- ----- ----- ----- ----- ----- -----101----- ---- ADDITIONAL INFORMATION ON ANY OF THE SIMPSON FASTENERS SPECIFIED ON THI5 PLAN. 2X6 PUR IN AlAG TO THE EXIS ING ROOF FRAMING JITH CATALOG C-2008 EFFECTIVE i/ 1/ 08 l2) 1 d G Mh1 NS AlEA INT RSE TIN LOG TIO -- --- ----- ----- -�,--- ----- ----- ----- ----- ------- EXTERIORRIDGERIDGE ---- ----- ----- ----- ----- -- -- i EXISTING HOUSE O i —'� ROOF- FRAMING PLAN 0 PLYWOOD GUSSETT DETAILS 8 3/4" 16" 1 GUSSETT „$" GUSSETT "A" t t- 12" 12" GUSSETT "C" 12" GUSSETT "0" GUSSETT "E" n, GUSSETT "F" 1) GUSSETTS ARE CUT FROM EXT 1/2" CDX PLYWOOD WITH THE GRAIN RUNNING HORIZONTALLY AND USED ON BOTH SIDES OF THE TRUSS. 2) USE 10d x 1 1/2" FASTENERS SPACED EQUALLY AT 4" OC MAX SPACING. INSET THE FASTENERS 3/4" FROM THE EDGES OF THE CHORDS AND WEBS. 3) SEE THE DETAIL ABOVE FOR THE NAILING PATTERNS REQUIRED. 4) ALL CHORDS AND WEBS WILL BE A MINIMUM OF *2 SOUTHERN YELLOW PINE. SEE THE CROSS SECTION ON PAGE 6 FOR MORE INFORMATION BECAUSE THIS IS AN ADDITION IT WILL BE THE RESPONSIBILITY OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK. THE HOMEOWNER REQUIRES THAT THIS NEW ADDITION MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION 15 NOT ON THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE NEW WORK IS MATCHING THE EXISTING. RUDI' and KRISTI DOROUEE 5614 12th STREET ZEPHYRHILLS, FLORIDA EAST PASCO COUNTY 33542 TOTAL NEW ADDITION 15ro SF DAVID W. SMITH, P.E. FLORIDA LIC.* 53608 352-521-0865 OFFICE 352-521-08ro-I FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH SECTION R-301 OF THE FLA. BUILDING CODE 2004 ASCE I - 02 , THE 2005 AND THE 200ro SUPPLEMENT. THE WIND DESIGN PRESSURES ARE BASED ON A 120 MPH ( 3 SECOND GUST) WIND ZONE. DAVID W, SMITH PE N 53608 FRAMING MOTES: 1) ALL WOOD USED FOR SOLE PLATES OR IN CONTACT WITH SOIL WILL BE *2 PT SOUTHERN YELLOW PINE . 2) ALL INTERIOR AND EXTERIOR WALLS SHALL BE *2 SPRUCE OR BETTER AND SPACED 16" OC, 3) ALL ENG, WOOD BEAMS SUCH AS PARALLAMS HAVE BEEN DESIGNED ACCORDING TO THE TRUSSJOIST SPECIFICATIONS. 4) ALL OF THE SIMPSON FASTENERS AND HANGERS MAY BE REPLACED WITH THOSE OF EQUAL OR GREATER VALUES, ALWAYS VERIFY THIS WITH THE ENG. OF RECORD, 5) ALL ELECTRICAL,PLUMBING AND MECHANICAL ROUGH INS MUST BE COMPLETED, INSPECTED AND APPROVED PRIOR TO REQUESTING A FRAMING INSPECTION. 6) ALL INTERIOR DIMENSIONS ARE GIVEN TO THE INDICATED CENTER OF THE STUD UNLESS NOTED OTHERWISE, 1) ALL OF THE EXTERIOR DIMENSIONS ARE GIVEN TO THE FACE OF THE FRAME OR MASONRY WALL WHICH WILL ALIGN WITH THE FOUNDATION WALL BELOW. (FRAME WALLS ARE HELD IN 1/2" TO ALIGN THE EXTERIOR SHEATHING WITH THE FOUNDATION). 8) ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED LUMBER. 9) ALL WOOD HEADERS ARE TO BE NO LESS THAN A DBL 2X6 *2 SOUTHERN YELLOW PINE WITH A 1/2" SPACER, SIMPSON 2.5A HURRICANE TIES FL503-122 ALUM. DRIP EAVE 2X FASCIA PAINTED ATTIC VENTILATION FOR GABLES OR HIP ROOFS VENTILATION SHALL BE PROVIDED TO FURNISH CROSS VENTILATION OF EACH SEPERATE ATTIC, THE RATIO OF TOTAL NET FREE VENTILATING AREA TO THE AREA OF THE CEILING SHALL BE NOT LESS THAN 1/150, EXTERIOR WINDOWS AND DOORS *1 ALL EXTERIOR WINDOWS AND GLASS DOORS OR ENTRANCE DOOR SHALL BE TESTED IN ACCORDANCE WITH ANSI/AMMA/NWWDA 101/182 STANDARD AND BEAR IN AMM OR WDMA LABEL IDENTIFYING THE MANUFACTURERS PERFORMANCE CHARACTERISTICS AND APPROVED PRODUCT TESTING ENTITY. *2 ALL MULLIONS AND ADJACENT DOOR/WINDOW ASSEMBLIES SHALL BE TESTED OR ENGINEERED TO TRANSFER 1.5 TIMES THE DESIGN LOADS TO THE ROUGH OPENINGS SUBSTRATE. *3 INSTALL ALL WINDOWS AND DOOR ASSEMBLIES PER THE MANUFACTURERS ANCHORING RECOMMENDATIONS TO ACHIEVE THE DESIGN PRESSURE SPECIFIED, 1/2" CDX (32/24) OR OSB SHEATHING NAILED WITH 8d COMMONS AT (o" OC UNLESS OTHERWISE NOTED ROB 5� t1A`� �F gN 00��0�5 VENTED SOFFITT NOVELTY PINE SIDING OVER 1/2" CDX OR 055 SHEATHING 1/2" DRYWALL ON ALL WALL INTERIORS MIN R-11 WALL INSULATION SIMPSON SPI FL414-121 AND 5P2 FL414-121 STUD PLATE TIES MAX 48" OC (2) SIMPSON HTS16 TRUSS STRAPS PER PIER. FL538-123 -_ *5 REBAR IN FILLED CELLS IN THE 8"x16" CONCRETE PIERS.ALL CELLS WILL BE FILLED. �\ GRADE THE BOTTOM OF THE FOOTER r„ WILL BE A MIN OF 12" INTO EXISTING GROUND *30 ROOFING FELT WOOD TRUSSES * 24" OC *31 MIN TOTAL LOADING R-30 INSULATION 1/2" CEILING DRYWALL ON ALL INTERIOR CEILINGS ------------------- ------- [[ ------ �k ----- ------ ------ ------ ------ - 2X6PLIC BLOC S - 2X4 OR 2x6 *2 SPRUCE STUDS AT 16" OC WITH A DBL TOP PLATE ON I ALL BEARING WALLS. 1/2"' (321241 CDX OR OSB SHEATHING NAILED FROM THE BOTTOM OF THE FLOOR JOIST TO THE TOP OF THE A MIN OF A DBL 2 x 6 *2 FRAME WALLS, SOUTHERN YELLOW PINE NAIL THE SIDE EDGES 6" OC HEADERS ON ALL EXTERIOR NAIL THE INTERIOR 12"OC FRAME OPENINGS NAIL THE END EDGES 3"' OC 3/4" STURDI FLOR T4G SHEATHING GLUED AND NAILED WITH 8d COM AT 6" OC EDGES 12" OC ALL OTHER AREAS II \ II II II 2x10 FLOOR JOIST AT 16" OC SIMP50N LU28 FACE MOUNTED U HANGER FL414-121 (2) 5IMP50N HETA 12 EMBEDDED STRAPS PER PIER TO ATTACH THE FLOOR BEAMS TO THE CONCRETE PIERS, ALL FLOOR JOIST, ROOF RAFTERS, AND HEADERS SHALL BE NO LESS THAN *2 SOUTHERN YELLOW PINE LUMBER, IF THE LUMBER WILL BE IN THE WEATHER OR CLOSER THAN 18" FROM THE GROUND IT WILL NEED TO BE PRESSURE TREATED. EXCEPT AS NOTED. THE EXISTING STRUCTURE WAS INSPECTED PRIOR TO THE DESIGN AND ENGINEERING OF THE NEW PLAN. ' THERE WILL BE NO ADDITIONAL LOADS ADDED TO THE EXISTING LOAD BEARING CAPACITY OF THE BUILDING. ROOF TRUSSES 24" OC MAXIMUM SPACING-: TC LL 20.0 PSF TC DL -1.0 P5F BC DL 10.0 PSF BC LL 0.0 PSF TOT.LD_ 31.0 PSF DUR.FAC. 1.25 DEFLECTION MEETS L / 3roO LIVE AND L / 240 TOTAL LOAD NAIL 2x BLOCKING BETWEEN TRUSSES IN ALL AREAS THAT A PLY -CLIP CANT BE APPLIED. SIMPSON VTC2 METAL ROOFING INSTALLED VALLEY TRUSS CLIP PER DETAIL HEMANUFACTURER THE OR\�' FL3151-134 AS PER SIMPSON 2,5A HURRICANE TIES FL503-122 SIMPSON VTC2 VALLEY TRUSS CLIP FI-3151-134 2x6 PURLINS ATTACHED TO THE EXISTING FRAMING WITH (2) 16d COMMONS AT EACH INTERSECTING LOCATION ATTIC ACCESS ATTIC ACCESS SHALL BE PROVIDED TO ATTIC AREAS EXCEEDING 30 SQ,FT, AND HAVING MINIMUM 30 INCHES OF VERTICAL HEIGHT. ROUGH FRAMED OPENINGS NOT TO BE LESS THAT 22"X30" INCHES. WHEN MECHANICAL EQUIPMENT IS LOCATED IN THE ATTIC IT SHALL BE INSTALLED IN ACCORDANCE WITH 2O04 FLORIDA BUILDING CODE RESIDENTIAL -SECTION M1305.1.3. FLOOR JOIST LOADING 40 PSF LIVE LOAD 10 PSF DEAD LOAD 360 DEFLECTION MAX SPAN FOR Iro" OC SPACING IS WITH NO.2 GRADE 2x10 JOISTS CROSS SECTION EXISTING HOUSE �s N\� DATE : SCALE: 20ro /08 1/2 _ �-o i, PAGES - DESIGN SERVICES INC, MOBILE/ OFFICE 352-206-5521 OFFICE FAX 352-588-2342 R' 8' HANLEY P 0 BOX 1325 SAN ANTONIO FLA, 33516 THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFOR AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT. THE DESIGNER IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS, IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY AND UNDERSTAND ALL INFORMATION BEFORE BIDDING OR STARTING ANY WORK ON THE JOB, THE PLUMBING , ELECTRICAL AND MECHANICAL PARTS OF THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB. BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF THE CURRENT FLORIDA BUILDING CODE. THESE CHANGES ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER OF RECORD FOR THIS PLAN, SEE THE SIMPSON STRONG TIES CATALOG FOR ANY ADDITIONAL INFORMATION ON ANY OF THE SIMPSON FASTENERS SPECIFIED ON THIS PLAN. CATALOG C-2008 EFFECTIVE i/ 1/ 08 BECAUSE THIS IS AN ADDITION IT WILL BE THE RESPONSIBILITY OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK. THE HOMEOWNER REQUIRES THAT THIS NEW ADDITION MATCHES THE EXISTNG HOUSE. IF ANY INFORMATION IS NOT ON THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE NEW WORK IS MATCHING THE EXISTING. RUDY and KRISTI DOROUEE 5814 12th STREET ZEPHY'RHILLS, FLORIDA EAST PASCO COUNTY 33542 TOTAL NEW ADDITION i5ro SF DAVID W. SMITH, P.E. FLORIDA LIC.0 53608 352-521-0885 OFFICE 352-521-08rol FAX, 9909 WALLASTON DRIVE DADE CITY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH SECTION R-301 OF THE FLA. BUILDING CODE 2004 ASCE I - 02 , THE 2005 AND THE 200ro SUPPLEMENT. THE WIND DESIGN PRESSURES ARE BASED ON A 120 MPH ( 3 SECOND GUST) WIND ZONE, DAVID W. SMITH PE * 53608 1 11 . nky i !!1 WI_ MIN 2X4 02 PINE X-CROSS BRACING 2X4 DIAGONAL NAILED TO vE WITH (2) 12d CC AND INTO THE THE COMMON TF THE BOTTOM OF MIN IX4 CONTINUOUS e2 PINE TRUSS BRACING X-eRACING DETAIL MAX OF 20'-0il OC NAIL SHEATHING 3" OC i 5'-0" FROM GABLE BRACE IRS - 2T WEB MMONS roe OF :U5$ AND HE GABLE 2X4 5'-0" STRINGER ` DSL 2X HEADER THE TRUSS COMPANY WILL BE REQUIRED TO PLACE A PERT t A �F (2) 7MMONS U55 JOINT X-JOINT 2X4 BLOCKINr NAILED TO THE TRUSSES TOP AND BOTTOM WITH (2) 12d COMMONS EACH END FOR W-O" IN FROM THE GABLE \ 12" MAX OH WITHOUT OUTLOOKERS WEB AT HE GABLE BRACING EXTERIOR WALL LOCATIONS. OR POST GABLE BRACiNG DETAIL FOUNDATION AND SLAB NOTE el THE BUILDING SITE SHALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS. ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA SHALL BE COMPACTED SUCH THAT IT CAN ADEQUATELY SUPPORT A 2000 P.S.F. FOUNDATION LOADING, THE SLAB SHALL BE PLACED OVER A &MIL VAPOR BARRIER ON CLEAN ADEQUATELY COMPACTED AND TERMITE POISONED SOIL, THE CONCRETE UTILIZED IN THE FOUNDATION AND SLABS SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 P.S.I. e2 REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE WITH ASTM A -615. LAP SPLICES, WHERE REQUIRED SHALL BE A MINIMUM OF 25" FOR 05 REBAR, 30" FOR efo REBAR AND 35" FOR *1 REBAR. AT LEAST ONE TRUSS SPACE LAPPED MIN (2) 12c1 PER JOINT RAT -RUN BRACING DETAIL MAX OF 10'-0" OC SPACING GLAZING MIN IX4 NTINUOUS e2 PINE TRUSS BRACING GLAZING THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATION FOR THE PURPOSE OF- e1 GLAZING IN SWING DOORS, FIXED AND SLIDING PANEL OF SLIDING DOORS ASSEMEBLIES. 02 GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATH TUBS AND SHOWERS, GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE COMPARTMENTS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE DRAIN INLET. 03 GLAZING IN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT A DOOR WHERE THE NEARBY VERTICAL EDGE IS WITHIN A 24" RADIUS OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60" ABOVE THE FINISH FLOOR OR WALKING SURFACE. e4 GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL OTHER THAN THOSE LOCATIONS DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL THE FOLLOWING (A) EXPOSED AREA OF AN INDIVIDUAL PANEL OTHER THAN THOSE LOCATIONS (B) BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR (C) TOP EDGE GREATER THAN 3ro" ABOVE THE FLOOR (D) ONE OR MORE WALKING SURFACES WITHIN 3ro" HORIZONTALLY OF THE PLANE OF THE GLAZING REFER TO THE THE 2004 FLORIDA BUILDING CODE RESIDENTIAL -SECTION R305 FOR ADDITONAL AREAS THAT MAY BE CONSIDERED A HAZARDOUS LOCATION FOR THE PURPOSE OF GLAZING TREATMENT: ( SOiL CHEMiCAL BARRIER METHOD) 9) CONCRETE OVER POUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE 1) A PERMANENT SIGN TO IDENTIFY THE TERMITE TREATMENT PROVIDER AND REMOVED BEFORE EXTERIOR SOIL TREATMENT NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE P05TED NEAR THE WATER HEATER OR ELECTRIC PANEL 10) SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITH 1'-0" OF THE STRUCTURES 51DEWALLS. 2) CONDINSATE AND ROOF DOWN SPOUTS SHALL DICHARGE AT LEAST 1'-0" AWAY FROM THE BUILDING SIDEWALLS 11) AN EXTERIOR VERTICAL CHEMICAL BARRIERS MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. 3) IRRIGATION 5Y5TEM5 INCLUDING ALL RISERS AND SPRAY HEADS SHALL ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER 15 APPLIED, SHALL BE NOT BE INSTALLED WITHIN 1'-0" OF THE BUILDINGS 51DEwALL5 RETREATED. 4) TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION BETWEEN WALL COVERING 12) ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT AND FINAL EARTH GRADE SHALL NOT BE LESS THA G6 INCHES ( EXCEPTION PAINT OR DECORATIVE CEMENTIOUS FiNiSH LE55 THAN 5/5" THICK ADHERED DIRECTLY TO THE 13) A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY FOUNDATION WALL.) A LICEN5ED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: " THE BUILDING HAS 5) INITIAL TREATMENT SHALL BE DONE AFTER ALL EXCAVATION AND BACK FILL 15 COMPLETED. RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES_ THE TREATMENT 15 IN ACCORDANCE WITH THE RULES AND LAWS OF THE 6) SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. OR FORMED, 14) AFTER ALL WORK 15 COMPLETE LOOSE WOOD AND FILL MUST BE REMOVED FROM "U BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLLATION OF TRAPS, ETC. SHALL BE: BELOW AND WiTHIN 1'-0" OF THE BUILDING. THIS INCLUDES ALL GRADE 5TAKES,TUB MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND TRAP BOXES, FORMS,SHORING OR OTHER CELLULOSE: CONTAINING MATERIAL. DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT , 15) NO WOOD , VEGETATION, STUMPS, CARDBOARD ,TRASH ETC. , SHALL BE BURIED WITHIN 8) A MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST 15-0" OF ANY BUILDING OR PROPOSED BUILDING RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RE -TREATMENT 15 REQUIRED, UNION WHRLIGPTING COMP;MVy Important Notice: This is only a guide. It is the users responsibility to verify local building code requirements. Please check with your local building code office before beginning any project. If metal is not to be installed immediately, store inside in a well ventilated, dry location. Condensation or other moisture can form between the sheets during storage causing water stains or white rust which de)xac is frorn the appearance of the product and may affect the product's useful life. Trapped moisture between sheets of painted metal can cause white rust to form underneath the paint. This can cause the paint to flake off the panel immediately or several years later. To prevent white rust and staining, break the shipping bands on the material. Store the material on end or on an incline of at least 8"with a supporting board underneath to prevent sagging, Fan the sheets slightly at the bottom to allow for air circulation. Keep the sheets off of the ground with an insulator such as wood. Any outdoor storage is at the customer's own risk_ If outdoor storage cannot be avoided, protect the metal using a canvas cover or waterproof paper. Never cover the metal with plastic as this will cause condensation to form. Insure that the structure Is square and true before beginning panel installation. If the structure is not square, the panels will not properly seal at the side laps. Green or damp lumber is not recommended. Moisture released from thedamp lumber may damage the metal panels. Remove any loose metal shavings left on roof surface immediately to prevent corrosion. Keep roof free of debris that could trap moisture on the metal, causing corrosion. Always wear heavy gloves when working with steel pant -is to avoid cuts from sharp edges. When power cutting or drilling steel panels, always wear safety glasses to prevent eye injury from flying metal fragments. If you must walk on a metal roof, take great care. Metal panels can becortie slippery, so always wear shoes with non slip soles. Avoid working on metal roof, during wet conditions when the panels can become extremely slippery. Walking or standing on a metal roof which does not have a plywood or other deck beneath it is not recommended. Now MCI, if you must do so, always walk on the purlins, never between. Do not, for any reason, walk on a roof made of naterial thiniier than 29 gauge. If you wish to pre drill fastener holes, use a cover sheet to prevent hot metal shavings from sticking to panels. It is recommended that you cut panels upside down using a nibbler. For best results, use double washered wood screws, minimum of 1"long. Position screws as shown in Figure 1 below. Screws should be applied at every purlin. Do not overdrive the screw as this will form a dimple which can collect water and Gausu I(•.akayrr. Do not leave any loose screw that have missed the purlin. Remove the screw and seal the hole with butyl caulking or stitch screw. Do not apply screws through the anit-siphoning channel. x; I AS IENiN(. PATTERN FOR t -112" SCREWS - EAVE & ENDLAPS Underdriven Overdriven Correct _ X 7 e v _- FASTFNING PATTERN FOR 1-ir'2"SCREWS-INTERMEDIATE -u•w.rv- antl:lla+onlrq d.:n"ra .rrr�r.1—rO�I�% cwn. Ia.• For best results, start siding at door, window, or other opening in the wall, Use corner trim or other standard trim for strong, neat edges. Slopes of less than 3" on 12" are not recommended. For slopes of Yon 12" or greater, end lap panels 6". Side laps should face away from the prevailing wind. Lay the first sheet along the eave at the down wind side of the roof, farthest away from the direction of the prevailing winds. Install streets in the sequence shown in Figure 3,always end lapping the upper panel on the top of the lower pastel. -11—.11V 1Harry—L—."t­—W, VV —P4rrN Cutts.-3 ',q Lr JJ --,I.V PILYC11r Itra-1VIMUM If 1—aCCrUV11 Gl VFCI III 19a. IV protect against uplifting winds and to provide a finished appearance,apply rake trim or other standard gable trim. Apply fasteners every 6"-1 u" 14"ridge cap is recommending to prevent leakage. Seal off ridge and panel using outside closure strip. Use of 3/8" butyl caulk tape is recom mended at all side laps, especially for more shallow roofs. Apply the tape as shown in Figure 2 (front) at all lap ribs. Do not block the siphon channel with the tape. • Dade County NOA #05 0919.07 - UL 790 Fire Resistance class 4 • Florida Building Code Approval'#FL4586.1,#FL6144.3 - UL 2218Impact Resistance Class 4 • Texas Department of Insurance Approval 0119 - UL 580 Uplift UL Class 90 CONSTRUCTION 11579 Ma: imum purlin spacing for roof Yon center and maximum girt spacing for sidewall 3' on center. Place fasteners in the pan of panel for best results. (Three spans or more) LIVE LOAD (Ib/ft WIND LOAD (Ib/ft') SPAN (INCHES) 12" 15" 18" 21" 24" 2" 15" 18" 21" 24" 30" ( 36" 29 Gauge 146 93 64 47 36 235161200 128 84 65 5U 32 22 26 Gauge 200 128 89 65 30 67 170 118 87 1 66 1 42 1 29 NOTES: 1. Theoretical allowable loads are based on section properties and allowables calculated in accordance with 2U01 AISI Specifications. 2. Theoretical allowable loads are based on three or more uniform spans. 3. For roof panels, deduct self weight for actual live load' capacity of the panel. 4. These loads are for panel strength. Frames, purlins, decks and fasteners must be designed to resist all loads imposed on the panel. 5. (-heck local building codes if panel testing is required. It is the users responsib fifty to verity all zpplicable code requirements for the area.check all measuremerrts, and determine sui cab lity of product torlob, Implied vaarranties or merchantahi ay and rrtfws: fnr ryartir•ular r" irnnc" ary riicrlaimrd fnpyrir0 1�OR F.y Uninn fnrneral ir.rJ rornpany. At: rights rwvervr>d, PJo part r oRhis drrum:r.l nxy hrt• r�ar•rl nrr-d nr rliYrihnred in any fnrrn v.•hnrcntHar wFthnu t pr';ar mitten authorization. Rev 'I I/06 o� DATE 2/Oro /OS SCALE., �I PAGE "II/4 = I -O DESIGN SERVICES INC, F=- MOBILE/ OFFICE 352-206-582Z OFFICE FAX 352-588-2342 ' HANLEY P O BOX 1325 SAN ANTONIO FLA, 33516 THE CLIENT UNDERSTANDS THE THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFOR AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND THE DESIGNER FROM ALL CLAIMS, LOSSES AND EXPENSES( INCLUDING ATTORNEYS FEES) ARISING OUT OF OR RESULTING FROM THE PROJECT, THE DESIGNER IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION DRAWINGS. IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE HELD LIABLE FOR THE COST OF THE REPAIRS OR DELAY TO THE JOB. THE CONTRACTOR NEEDS TO VERIFY AND UNDERSTAND ALL INFORMATION BEFORE BIDDING OR STARTING ANY WORK ON THE JOB, THE PLUMBING , ELECTRICAL AND MECHANICAL PARTS OF THE PLAN ARE NON-STRUCTURAL AND MAY BE ADJUSTED BY THE SUB -CONTRACTORS PERMITTED TO DO THE JOB. BUT THE CHANGES MUST MEET THE MINIMUM STANDARDS OF THE CURRENT FLORIDA BUILDING CODE. THESE CHANGES ARE NOT REQUIRED TO BE VERIFIED BY THE ENGINEER OF RECORD FOR THIS PLAN, SEE THE SiMPSON STRONG TIES CATALOG FOR ANY ADDITIONAL INFORMATION ON ANY OF THE SIMPSON FASTENERS SPECIFIED ON THIS PLAN. CATALOG C-2008 EFFECTIVE 1/ 1/ 08 BECAUSE THIS iS AN ADDITION IT WILL BE THE RESPONSIBILITY OF ALL SUBS AND SUPPLIERS TO VERIFY ALL INFORMATION IN THE FIELD BEFORE ORDERING ANY MATERIAL OR STARTING ANY WORK, THE HOMEOWNER REQUIRES THAT THiS NEW ADDITION MATCHES THE EXISTNG HOUSE, IF ANY INFORMATION IS NOT ON THIS PLAN THE CONTRACTOR WILL NEED TO VERIFY THAT THE NEW WORK IS MATCHING THE EXISTING. RUDI' and KRISTI DOROUEE 5014 12th STREET ZEPHYRHILLS, FLORIDA EAST PASCO COUNTY 33$4 z TOTAL NEW ADDITION DAVID W. SMITI-4, PP a, 156 5F FLORIDA LiC.0 53,608 352-521-0865 OFFICE 352-521-08ro-1 FAX. 9909 WALLA5TON DRIVE DADE CiTY ,FLA. 33525 I HEREBY CERTIFY THAT I HAVE REViEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH SECTION R-301 OF THE FLA. BUILDING CODE 2004 ASCE 1 - 02 , THE 2005 AND THE 2006 SUPPLEMENT. THE WIND DESIGN PRESSURES ARE BASED ON A 120 MPH ( 3 SECOND GUST) WIND ZONE. DAViD W. SMITH PE * 53608 APP / SEQ MANUFACTURER CATEGORY SUBCATEGORY APPROVAL STATUS APP / SEQ MANUFACTURER CATEGORY SUBCATEGORY APPROVAL STATUS APP / SEQ MANUFACTURER CATEGORY SUBCATEGORY APPROVAL STATUS APP / SEQ MANUFACTURER CATEGORY SUBCATEGORY APPROVAL STATUS FL2045 STANEK WINDOWS SINGLE HUNG APPROVED FL2311 FL3944 SEASON SHIELD EXTERIOR FL402FLI125 SIMPSON STRONG- TIE STRUCTURAL WOOD CONNECTION APPROVED FL15O9 ALL SEASONS WINDOWS SINGLE HUNG APPROVED FL2061 WINDOWS FL961 FL915 INCORPORATED DOORS SLIDING APPROVED FL414 FLI90) FL503FL2304 CO. COMPONENTS ANCHORS WINDOWS FL965 FL538 FL2355 FL218 FL2361 FL3151 FL1281 WEATHER SHIELD WINDOWS SINGLE HUNG APPROVED FL423 FL3150 FL314ro FL463 SILVERLINE FL2935 AMERfGAN WINDOWS SINGLE HUNG APPROVED FL1538 BUILDING EXTERIOR BUILDING PRODUCTS DOORS SLIDING APPROVED COMPONENTS FL411 FL3484 FL1540 CORP, FL158 FECP CORP. STRUCTURAL OTHER APPROVED INC. FL1565 FL3928 TRACO WINDOWS CAST GRETE COMPONENTS _ FL3040 FL3934 AND DOORS WINDOWS SINGLE HUNG APPROVED FL2060 STANEK EXTERIOR SLIDING APPROVED DIVISION FL3041 FL3926 FL2553 WINDOWS DOORS FL663 -- - - - ---- - - FL2100 POWER STEEL STRUCTURAL OTHER APPROVED BETTER F31LT WINDOWS SINGLE HUNG APPROVED FL1185 THERMA-TRU EXTERIOR FL3119 INC. COMPONENTS FL2186 CORPORATION DOORS SLIDING APPROVED FI-3248 FL1110 THERMA-TRU EXTERIOR SWINGING APPROVED FL3114 FLORIDA ROCK INDUSTRIES STRUCTURAL COMPONENTS OTHER PPROVEO CORPORATION DOORS FL3411 TRACO WINDOWS EXTERIOR SLIDING FL2402 BUILDERS WINDOWS SINGLE HUNG APPROVED CHOICE FL466 FL440 AND DOORS DOORS APPROVED WINDOWS FL3031 TRACO WINDOWS AND DOORS EXTERIOR SWINGING APPROVED FL3033 FL3036 CORRUGATED STRUCTURAL AND DOORS DOORS FL3038 FL3483 FL2652 INDUSTRIES OF FLORIDA INC, COMPONENTS DECK -ROOF APPROVED - - - FL1321 WEATHER SHIELD EXTERIOR SLIDING APPROVED DOORS BUILDERS WINDOWS SINGLE HUNG APPROVED FL1328 EXTERIOR SWINGING APPROVED FL2141 FIRST FL3168 WEATHER SHIELD DOORS SOURCE FL542 FL3026 CLOPAY FL2652 EGO- BLOCK LLG STRUCTURAL COMPONENTS INSULATION FORMS APPROVED FL549 FL30360 BUILDING EXTERIOR GARAGE APPROVED FLil94 FL3452 PRODUCTS DOORS SECTIONAL FL2581 - - -- ---- - -- - SWINGING APPROVED FL2141 BUILDERS WINDOWS SINGLE HUNG APPROVED FL3211 SEASON SHIELD EXTERIOR COMPANY FIRST INCORPORATED DOORS FL250 CERTAIN TEED SOURCE FL1999-RI ALPINE ENG. PRODUCTS STRUCTURAL TRUSS PLATES APPROVED ---- FL3328 CORPORATION COMPONENTS ROOFING ROOFING ASPHALT SHINGLES APPROVED -- FL42-RI FLORIDA _ _ WINDOWS SINGLE HUNG APPROVED FL1443 SNE ENTERPRISES EXTERIOR SWINGING A APPROVED FL128 FL586 ELK ROOFING ASPHALT SHINGLES APPROVED FL3619 AMERICAN STRUCTURAL APPROVED EXTRUDERS DOORS FL1416 FL2143 CORPORATION POLY STEEL COMPONENTS INSULATION FORMS INTERNATIONAL _ LLC INC. SOUTHERN FL183 GAF MATERIALS ROOFING ASPHALT SHINGLES APPROVED FL2101 MILLWORK EXTERIOR SWINGING APPROVED F CORPORATION FL1644 BOISE STRUCTURAL ENGINEERED APPROVED COMPANY DOORS ENGINEERED COMPONENTS LUMBER FL85 JACOBSON OWENS CORNING ROOFING ASPHALT SHINGLES APPROVED WOOD PRODUCTS FL392 WINDOWS SINGLE HUNG APPROVED FL2549 FL2211 WINDOW FL2291 TAYLOR FL3663 FL1630 TRUS JOIST A STRUCTURAL ENGINEERED APPROVED COMPANY INC. FL2554 FL3113 BUILDING EXTERIOR SWINGING APPROVED PRODUCTS DOORS TATKO STONE APPROVED FL3590 ROOFING ROOFING SLATE FL2196 PRODUCTS INC WEYERHAEUSER COMPONENTS LUMBER FL123 KINGO LTD. WINDOWS SINGLE HUNG APPROVED FL2211 SENGO PRODUCTS ROOFING FASTENERS APPROVED FLlro12 TRUSWAL STRUCTURAL TRUSS PLATES APPROVED FL2101 THE STANLEY WORKS EXTERIOR SWINGING APPROVED INC. SYSTEMS CORP. COMPONENTS FLIIOI ANDERSEN CORPORATION SKYLIGHT ------ SKYLIGHT APPROVED DOORS DOOR SYSTEMS FL3136 MARVIN WINDOWS SINGLE HUNG APPROVED MITEK INDUSTRIES STRUCTURAL TRUSS PLATES FL3293 FLI115 PELLA WINDOWS AND FL2191 INC. COMPONENTS APPROVED NATURAL DOORS FL1112 FL1116 ENTRY EXTERIOR DOORS SWINGING APPROVED FLI629 LIGHT SKYLIGHT SKYLIGHT APPROVED ROBBINS STRUCTURAL FL3254 SYSTEMS ENERGY SYSTEMS FL2934 ENGINEERING COMPONENTS TRUSS PLATES APPROVED PEACHTREE FL211 NUAIR WINDOWS SINGLE HUNG APPROVED FL3153 DOORS AND EXTERIOR SWINGING APPROVED FL3910 SOLATUBE INC. UNITED STEEL WINDOWS AND DOORS WINDOWS INTERNATIONAL SKYLIGHT SKYLIGHT APPROVED FL2110 DOORS INC. FL565 FL561 STRUCTURAL WOOD CONNECTION APPROVED FL566 FL568 PRODUCTS COMPONENTS ANCHORS FL1628 SUN -DOME BY COMPANY PEACHTREE DAYLIGHTING SKYLIGHT SKYLIGHT APPROVED FL3160 PEACHTREE WINDOWS SINGLE HUNG APPROVED DOORS AND EXTERIOR SWINGING APPROVED TECHNOLOGIES STRUCTURAL WINDOWS AND FL3153 WINDOWS DOORS FL I008 GEORGIA PACIFIC COMPONENTS ENGINEERED WOOD APPROVED _ DOORS FI-2442 SUN-TEK MFG. SKYLIGHT SKYLIGHT APPROVED -- FL1008 GEORGIA PACIFIC STRUCTURAL COMPONENTS ENGINEERED APPROVED FL429 FL1823 PELLA EXTERIOR SWINGING APPROVED FL39EXTERIOR 1 JACOBSON CORPORATION DOORS WINDOW CO. DOORS SLIDING APPROVED WOOD FL581 FL2644 INC, FL435 FL2645 PELLA WINDOWS SINGLE HUNG APPROVED - ---_ STRUCTURAL FL1451 FL3132 CORPORATION FL938 JELD-WEN (POZZI EXTERIOR SLIDING APPROVED FL2023 GEORGIA PACIFIC COMPONENTS ENGINEERED APPROVED FL2313 FL35O9 LEEDS EXTERIOR SWINGING FLI895 RANTOUL, HAWKINS) DOORS WOOD FL1499 BUILDING DOORS APPROVED FL1891 PRODUCTS FL2606 FL2434 GEORGIA PACIFIC STRUCTURAL ENGINEERED APPROVED FL858 INC, COMPONENTS WOOD ---- �-�— FL126 KINCO LTD. EXTERIOR SLIDING APPROVED DOORS FL949 SEASONSHIELD WINDOWS SINGLE HUNG APPROVED -_-- MARVIN _ STRUCTURAL WOOD FL442 FL2611 MARVIN EXTERIOR SLIDING APPROVED FL3031 INC' FL443 FL25% WINDOWS AND EXTERIOR SWINGING APPROVED WINDOWS AND DOORS FLil30 HURRI- BOLTS COMPONENTS CONNECTION APPROVED FL951 FL3362 DOORS DOORS FL3206 FL3363 DOORS ANCHORS FL1204 FL2591 FL3852 FL212 NUAIR WINDOWS AND EXTERIOR DOORS SLIDING APPROVED FL2434 GO -BOLTS INC., STRUCTURAL WOOD CONNECTION APPROVED FL2112 DOORS COMPONENTS ANCHORS FL1205 FL2612 SILYERLINE WINDOWS SINGLE HUNG APPROVED FLi095 ANDERSEN CORPORATION EXTERIOR SLIDING APPROVED FL1266 FL2614 BUILDING DOORS FL1450 PEACHTREE EXTERIOR SLIDING APPROVED ITW STRUCTURAL WOOD PRODUCTS FLI149 DOORS AND DOORS FL3831 HEAD REDHEAD COMPONENTS CONNECTION APPROVED FL1261 FL2625 CORP. WINDOWS ANCHORS FL1546 FL3884 FL45-RI FLORIDA EXTRUDERS EXTERIOR SLIDING APPROVED FL428 FL2646 PELLA FL588 FL1824 CORPORATION EXTERIOR DOORS SLIDING APPROVED FLil-n UNITED STEEL STRUCTURAL WOOD CONNECTION FL1541 FL3911 INTERNATIONAL DOORS FL955 FL3131 FL3618 PRODUCTS COMPONENTS ANCHORS APPROVED INC. FL2033 COMPANY DAVIDW. SMITH, f=..E_,. DESIGN SERVICES INC. FLO IDA MANUFACTU 5 Af= N-UM NS MOBILE / OFFICE 352-206-5821 - - - _OVAL 1 FLORIDA LIC.� rJ3ro08 F OFFICE FAX 352-588-2342 v i�'4NL P O BOX 1325 SAN ANTONIO W S /DOO/ROOFING / O To `� 352-52I-0865 OFFICE 352-52I-OS&�t FAX. FLA, 33516 _ -- _- 9909 WALLASTON DRIVE DADS CITE' 33525 ,FLA. 0 CA 0