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1000 Plantation Lakes Cir - BC99-000796 (1999) (PLANTATION LAKES - CLUBHOUSE) DOCUMENTSQom} cv- c, (I c .G CA - SUBDIVISION: ZONE I t DATE CONTRACTOR /- LC--' 12M L ADDRESS 3 S Cp- 4D r11ryl &mU 215C PHONE # LOCATION I U-r1 L) t V OWNER (a3-r c,.,, - ADDRESS PHONE # 4:5 1 l ?64 0 PLUMBING CONTRACTOR ADDRESS PHONE # ELECTRICAL CONTRACTOR ADDRESS PHONE # MECHANICAL CONTRACTOR ADDRESS PHONE # MISCELLANEOUS CONTRACTOR ADDRESS SEPTIC TANK PERMIT NO. SOIL TEST REQUIREMENTS (__) FINISHED FLOOR ELEVATION REQUIREMENTS (^_) ARCH ITECTURALAPPROVAL DATE: C.A - Cl- PERMIT # qq, rj`p JOB 0kL-,-L`jLxi---A- COST $ U n c FEE $ STATE NO. FEE $ FEE $ FEE $ J FEE I LOT NO. BLOCK: SECTION: p SQUARE FEET: o MODEL: OCCUPANCY CLASS: T CERTIFICATE OF OCCUPANCY ISSUED # DATE: _ -_-- FINAL DATE 04 , ,, -Puy PA au i. 1 1000 Plantation Lakes Cir Plantation Lakes Apartments 99=796 GA JS flKLH DP i9•ad J CITY OF SANFORD FIRE DEPARTMENT 1303 South French Avenue Sanford, Florida 32771 407) 302-1091 (407) 302-1097 FAX Plans Review Sheet Date: November 1, 1998 Business Address: '3100; 7100; 8100; 16100; 17100 Occ. Chap. LSC 18 Apartment Business Name: Plantation Lakes Apartments Ph. Contractor: Cline Davis, Architect Ph. (919( 833-6413 Reviewed [ ] Reviewed with comment [ X J Rejected[ J Reviewed by: Ban Wright, Fire Protection Inspecto{G rI' Comment: This attachment is a duplicate of those from 1100; 4100; 5100; etc. There appears to be little if any difference in the drawings aside from layout. 1.1 Application - New Apartment; Type vl protected construction 1.2 Mixed - N/A 1.3 Special Definitions - None Noted 1.5 Classification of Hazard of Contents - Ordinary 1.6 Minimum Construction - N/A 1.7 Occupant Load - 1/200 sq. ft. 2.2 Means of Egress Components - O.K.; except section 2.2.2.2 notes that locks must comply with 5-2.1,5. There does not appear to be anv reference to locks on plan. 2.3 Capacity of Egress - O.K. 2.4 Number of Exits - O.K. 2.5 Arrangement of Egress - O.K. per written agreement and two hour separation 2.6 Travel Distance - O.K. 2.7 Discharge from Exits - O.K. 2.8 Illumination of Means of Egress - O.K. 2.9 Emergency Lighting - Not shown on plan; required for bldgs with more than 12 attached units; common 2.10 Marking of Means of Egress - Not shown;; exit signs must be installed; can field verify locations 2.11 Special Features -None noted 3.1 Protection of Vertical Openings - Not required by 18-3.1.1 if vertic 3.2 Protection from Hazards - O.K. 3.3 Interior Finish - Class "C" minimum 3.4 3.5 Extinguishing Requirements - See City requirement below 3.6 Corridors - N/A 4 Special Provisions - None noted 5 Building Services - No comments 5.1 Utilities 5.2 HVAC 5.3 Elevators, Escalators, Conveyors (4A-47) 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes Sanford City Code - Chapter 9 Fire Sprinklers: Required as noted 9-11 3(c); except closets < 12 sq. ft. (LSC 18- 3.5.1 ex.) Monitoring: 9- 2 Central Station Listed company Other: NFPA 1 3-5.1 Fire Lanes - Not required 3-6.1 Key Box - Required; location to be determined by AHJ 3-7.1 Bldg. Address Number Posted and Legible - Required; location to be determined by AHJ DCC Constructors, Inc. Plantation Lakes Apartments Sanford, FL Retaininq Walls - Final Recap Description Entry Detention Pond (Sink Hole) Type of Wall Total Length LF) Total Price Remarks Shoreline MarineTimber37535,750.00 Pool Deck pond "A" Anchor Vertica 185 26,100.00 ACP Building 9 NE side Geogrid Wall 95 4,738.00 ACP Building 9 West side Anchor Vertica 60 4,537.00 ACP Building 7 Geogrid Wall 241 10,959.20 ACP Building 8 Geogrid Wall 240 16,438.80 ACP Building 10 Anchor Vertica 374 53,957.68 ACP Total $152,480.68 r May 10, 1999 Mr. Dan Florian Mr. Bill Culbertson City of Sanford Department of Community Development P.O. Box 1788 Sanford, FL 32772-1788 RE: Narrative of Changes Plantation Lakes Apartments Gentlemen: In the process of negotiating the construction contract for Plantation Lakes Apartments, the Owner, Altman Development, and the Contractor, DCC Constructors, agreed to a number of changes which reduced the construction cost of the project. We do not believe that these changes affect code -related or life safety issues, with the exception of the deletion of 2-hour rated breezeway walls, which was approved by the City of Sanford Fire Department and Dan Florian in advance. We wanted to -provide you a list of the changes and a new set of drawings so that you will be aware of the differences between the approved plans and the project as it is now being built. The changes are as follows: Architectural: Sheet CS-3 1. Deleted UL U301 and all references to 2-hour breezeway walls, as documented in Cline Davis' 3/9/99 letter to Dan Florian. Sheet SA 1.1 1. No changes. Sheet A 1.1 through A 1.12 1. Modified crown molding detail G/ALI and symbol legend to show a one piece crown molding. 2. Modified kitchen layouts in most units to reduce overall number of cabinet modules. 3. Deleted Ix wrap at all full -height and half -height columns - columB nswillnowbeGWwraponly. B 4. Deletedpicketrailingathalf -height walls - walls will now be GWonly. 5. Decreased the size of exterior decks at units as indicated on the drawings. 6. Added non - rated ceiling furrdowns for HVAC ducts at units as indicated on the drawings. Sheet A 1. 13 through A 1.16 1. Deleted symbol and reference to 2-hour breezeway walls. 2. Revised sprinkler room to be 12" deep with access panel by Sprinkler Contractor. 3. Converted old sprinkler room area to Storage. 4. Revised canopy at front Breezeway entries to show shed roof, in lieu of flat roof shown. a14 W. J0N1: S STR1:ET RALEIGH. \C 27A03 ir/ 910.8.i.;•641.; fax 919•Y.;6-12S0 r City of Sanford Page Two May 10, 1999 Sheet A2.1 1. Revised 16/A2.1 to show 4" wide self-adhesive flashing. 2. Revised 4 and 11/A2.1 to show sliding glass patio door. 3. Revised 9,10, and 12/A2.1 to show new window trim size and types. 4. Revised 1 and 5/A2.1 to show new door trim size and type. 5. Deleted base cap EC 164. 6. Added column for metal louvered bifold to the door schedule. Sheet A4.1 through A4.6 1. Revised canopy at front Breezeway entries to show shed roof, in lieu of flat roof shown. 2. Corrected gutters to show up at one side of symettrical Building Type I, as per legend. 3. Deleted symbol and reference to 2-hour breezeway walls. 4. Added draftstop in center portion of Buildings Type I and III, and at each end section of Building Type V. 5. Added one Fire Extinguisher cabinet at each end of Buildings Type I and III Sheet A5.1 through A5.8 1. Revise window and door trim to agree with Sheet A2.1 2. Delete previous control joint pattern and add control joints at each story line and at base of gables. 3. Add frieze band below soft at all locations. 4. Delete ornamental banding at base of all porch openings. 5. Delete ornamental banding at base of Breezeway entry columns. Sheets A6.1 through A6.10 1. Revised trim banding and added frieze band to agree with A5 sheets. 2. Deleted insulation between floors. 3. Deleted reference to thickness of stucco coating at all locations. 4. Revised window and door detailing to agree with Sheet A2.1. 5. Reduced extent of banding returning into Breezeways to 24". 6. Deleted control joints at inside corners at Details 5 and 6/ A6.4. 7. Revised canopies at front Breezeway entries to show shed roof, in lieu of flat roof shown. 8. Revised 7,8, and 9/a6.5 to show stucco wrap at face of stair landings. 9. Deleted picket rails at interior stairwell sections (also deleted on Al series sheets) 10. Indicated fascia detail to be 2x8 KDAT PT with Ix2 PT trim. 11. Revised I I/A6.9 tub and shower pan detail. 12. Revised 13/A6.9 to show 1-hour breezeway wall. 13. Deleted I trim wrap from Detail 6/A6.9 14. Deleted waterproofing, protection board, gravel and drain from behind step wall conditions. r r City of Sanford Page Three May 10, 1999 Sheet A8.1 1. Deleted ramp from trash compactor details, revised stairs and landing, and added recycling area fence per trash compactor layout from Landscape Dynamics. Revisions have been clouded and tagged on the architectural drawings as Revision 1. Structural Sheet S2.1 through S2.3 1. Foundations at exterior decks have been changed to reflect reduction.in size. 2. Foundations beneath exterior breezeway stairs have been relocated to new stair locations. Sheet S3.1 through S3.3, S4.1 through S4.3 1. Framing at exterior decks has been changed to reflect reduction in size.. 2. Framing at breezeway roofs has been changed to reflect new stair locations. Revisions have been clouded and tagged on the structural drawings as Revision 4. Please let me know if you have questions or need additional information. Sincerely, Nurney Bond McCamy Project Architect cc: Altman Development DCC Constructors Jun-18-99 O8:21A Shay-eline Marine Const. 813 6453030 P.01 J U19- • f - `l '7 nv o i . - r r RC V ic•• . .r.. .-v... . .. _ .. _. - _ t Y".. t . Reuben Ch sun, P.E. 972-31A Ave. N.E. St.Petersburg, Fl. 33704 Phone 727.895-4717 Fax 727.895-4717 D.0 C. Contractors, Inc June 17, 1999 4820 County Road 46A Sanford, FI. 32771 Attn: Joscph A. Fortuna Re: Plantation Lake Apartments Gentlemen: Please be informed that I am the engineer for Shoreline Marine Construction on the wood retaining walls at the entry retention pond If there are any questions please call. Thank you for the opportunity to be. of service. Sincerely, Reuben Clarson Florida Licensed Engineer 16313 cc: Bill Williarns, Shoreline Marine PATEL CONSULTANTS, INC. Serui.ce through Excellence June 3, 1999 To: Altman Development Corporation Attn: Project Manager Subject: Plantation Lakes Apartments Reinforced Slopes @ building no. 7, 8 and 9 (NE side) PCI project # 927 Gentlemen, In accordance with your request, we have prepared Drawings and Design Calculations for the above Reinforced Slopes. This design is based on "Geogrid Design Methodology" Design Document from the Third Annual State Structures Conference, Tampa, Florida, 1992. Surcharge loading used for the design is 100 psf LL and respective dead load from the apartment building, at the top of the reinforced Slope. Materials for this application are Tensar Earth Technologies Uniaxial UX 1400 SB, UX 0100 and Biaxial BX 1100 high -density Polyethylene Reinforcement. The calculations, Installation notes and Procedures are submitted with this for your use. If you require any additional information, please do not hesitate to contact us. Very truly yours, 944 9. Pa& Professional Engineer OP D:W.CP1927-L.EITER# 3.doc 2826 Safe Harbor Drive 9 Tampa. Florida 33618 813-933-8162 Fax 813-933-8162 f PATEL CONSULTANTS, INC. Service through Excellence June 3, 1999 To: Altman Development Corporation Attn: Project Manager Subject: Plantation Lakes Apartments Segmental Retaining wall @ Building No. 9 (West Side) PCI project # 927 Gentlemen, In accordance with request from Associated Construction Products, we have prepared Drawings and Design Calculations for above Segmental Retaining Wall. This design is based on National Concrete Masonry Association hypothesis for SR Walls. Surcharge loading used for the reinforced wall design is 100-psf live load and soil dead load at the top of wall. Materials for this application are Anchor Wall Systems Vertica-pro units and Miragrid 3XT(1999) by Nicolon Mirafi group. The calculations, Installation notes and Procedures are submitted with this for your use. If you require any additional information, please do not hesitate to contact us. Very truly yours, 9444c I. ;Da&e Professional Engineer cc: Mr. Larry Falls, ACP D:WCP\927-L ETrER#4.doc 2826 Safe Harbor Drive • Tampa, Florida 33618 813-933-8162 Fax 813-933-8162 PATEL CONSULTANTS, INC. Service through. Excellence May 31, 1999 To: Altman Development Corporation Attn: Project Manager Subject: Plantation Lakes Apartments Segmental Retaining wall @ Building No. 10 PCI project # 927 Gentlemen, In accordance with request from Associated Construction Products, we have prepared Drawings and Design Calculations for above Segmental Retaining Wall. This design is based on National Concrete Masonry Association hypothesis for SR Walls. Surcharge loading used for the reinforced wall design is 100 psf live load and dead load from the building, at the top of wall. Materials for this application are Anchor Wall Systems Vertica-pro units and 111iragrid 7XT/5XT by Nicolon MiraG group or UX 1500/1400 SB by TENSAR. The calculations, Installation notes and Procedures are submitted with this for your use. If you require any additional information, please do not hesitate to contact us. Very truly yours, 944C 9. P4& Professional Engineer cc: Mr. Larry Falls, ACP D:WCP\927-LETTER# 1.doc 2826 Safe Harbor Drive • Tampa, Florida 33618 813-933-8162 Fax 813-933-8162 PATEL CONSULTANTS, INC. Service through Excellence May 10, 1999 To: Altman Development Corporation Attn: Project Manager Subject: Plantation Lakes Apartments Segmental Retaining wall PCI project # 927 Gentlemen, In accordance with request from Associated Construction Products, we have prepared Drawings and Design Calculations for above Segmental Retaining Wall. This design is based on National Concrete Masonry Association hypothesis for SR Walls. Surcharge loading used for the reinforced wall design is 100 psf at the top of wall. Materials for this application are Anchor Wall Systems Vertica-pro units and Miragrid 3XT by Nicolon Miraii group. The calculations, Installation notes and Procedures are submitted with this for your use. If you require any additional information, please do not hesitate to contact us. Very truly yours, bade 9. Patel Professional Engineer cc: Mr. Larry Falls, ACP OAMIP PM0:0MM:i rrn 2826 Safe Harbor Drive • Tampa, Florida 33618 813-933-8162 Fax 813-933-8162 Jun-18'-99 O8:21A Shoreline Marine Const. 813 6453030 P.O;. J lJ 1'• t-7'7 V n1 rc r ncv oc•• ..•. r. .. v.... .. _.. - a Reuben Claisun, P.E. 972-31 st Ave. N.E. St.Petersburg, Fl. 33704 Phone 727-895-4717 Fax 727-895.4717 D.0 C. Contractors, Inc 4820 County Road 46A Sanford, Fl. 32771 Attn: Joseph A. Fortuna Re: Plantation Lake Apartments Gentlemen: June 17, 1999 Y".. . . Please be informed that I am the engineer for Shoreline Marine Construction on the wood retaining walls at the entry retention pond. If there are any questions please call. Thank you for the opportunity to be of service. ySincerely, Reuben Clarson Florida Licensed Engineer 16313 cc: Bill Williams, Shoreline Marine PATEL CONSULTANTS, INC. Service through Excellence June 3, 1999 To: Altman Development Corporation Attn: Project Manager Subject: Plantation Lakes Apartments Reinforced Slopes @ building no. 7, 8 and 9 (NE side) PCI project # 927 Gentlemen, In accordance with your request, we have prepared Drawings and Design Calculations for the above Reinforced Slopes. This design is based on "Geogrid Design Methodology" Design Document from the Third Annual State Structures Conference, Tampa, Florida, 1992. Surcharge loading used for the design is 100 psf LL and respective dead load from the apartment building, at the top of the reinforced Slope. Materials for this application are Tensar Earth Technologies Uniaxial UX 1400 SB, UX 0100 and Biaxial BX 1100 high -density Polyethylene Reinforcement. The calculations, Installation notes and Procedures are submitted with this for your use. If you require any additional information, please do not hesitate to contact us. Very truly yours, 946aa 9. patch Professional Engineer OP D: WCP\927-LEITER#3.doc 2826 Safe Harbor Drive - Tampa, Florida 33618 813-933-8162 Fax 813-933-8162 PATEL CONSULTANTS, INC. Service through Excellence June 3, 1999 To: Altman Development Corporation Attn: Project Manager Subject: Plantation Lakes Apartments Segmental Retaining wall @ Building No. 9 (West Side) PCI project # 927 Gentlemen, In accordance with request from Associated Construction Products, we have prepared Drawings and Design Calculations for above Segmental Retaining Wall. This design is based on National Concrete Masonry Association hypothesis for SR Walls. Surcharge loading used for the reinforced wall design is 100-psf live load and soil dead load at the top of wall. Materials for this application are Anchor Wall Systems Vertica-pro units and Miragrid 3XT(1999) by Nicolon Mirafi group. The calculations, Installation notes and Procedures are submitted with this for your use. If you require any additional information, please do not hesitate to contact us. Very truly yours, satin 9. ;D4a Professional Engineer cc: Mr. Larry Falls, ACP D: W CP\927-L.1TTrER # 4. doc 2826 Safe Harbor Drive • Tampa. Florida 33618 813-933-8162 Fax 813-933-8162 PATEL CONSULTANTS, INC. Service through. Excellence May 31, 1999 To: Altman Development Corporation Attn: Project Manager Subject: Plantation Lakes Apartments Segmental Retaining wall @ Building No. 10 PCI project # 927 Gentlemen, In. accordance with request from Associated Construction Products, we have prepared Drawings and Design Calculations for above Segmental Retaining Wall. This design is based on National Concrete Masonry Association hypothesis for SR Walls. Surcharge loading used for the reinforced wall design is 100 psf live load and dead load from the building, at the top of wall. Materials for this application are Anchor Wall Systems Vertica-pro units and Miragrid 7XT/5XT by Nicolon Mirafi group or UX 1500/1400 SB by TENSAR. The calculations, Installation notes and Procedures are submitted with this for your use. If you require any additional information, please do not hesitate to contact us. Very truly yours, 944c I. Pa&l Professional Engineer cc: Mr. Larry Falls, ACP D:WCP\927-LEr7TA# l .doc 2826 Safe Harbor Drive - Tampa. Florida 33618 813-933-8162 Fax 813-933-8162 PATEL CONSULTANTS, INC. Service through Excellence May 10, 1999 To: Altman Development Corporation Attn: Project Manager Subject: Plantation Lakes Apartments Segmental Retaining wall PCI project # 927 Gentlemen, In accordance with request from Associated Construction Products, we have prepared Drawings and Design Calculations for above Segmental Retaining Wall. This design is based on National Concrete Masonry Association hypothesis for SR Walls. Surcharge loading used for the reinforced wall design is 100 psf at the top of wall. Materials for this application are Anchor Wall Systems Vertica-pro units and Miragrid 3XT by Nicolon Mirafi group. The calculations, Installation notes and Procedures are submitted with this for your use. If you require any additional information, please do not hesitate to contact us. Very truly yours, bads 9. Patel Professional Engineer cc: Mr. Larry Falls, ACP D:WCP\927-L.E rER.doc 2826 Safe Harbor Drive • Tampa, Florida 33618 813-933-8162 Fax 813-933-8162 Jun-18-99 O8:21A Shoreline Marine Const. J Uf1-i r-YY n o .rt r r•Cvoa••.. v.... i 813 6453030 P.01 Reuben Clarion, P.E. 972-31 st Ave. N.E. St -Petersburg, Fl. 33704 Phone 727-895-4717 Fax 727.895.4717 D.0 C. Contractors, Inc 4820 County Road 46A Sanford, FI. 32771 Attn: Joseph A. Fortuna Re: Plantation Lake Apartments Gentlemen: June 17, 1999 Please be informed that I aim the engineer for Shoreline Marine Construction on the wood retaining walls at the entry retention pond. If there are any questions please call. Thank you for the opportunity !o be of service. ySincerely, n Ica---- Reuben Clarson Florida Licensed Engineer 16313 cc: Bill Williams, Shoreline Marine r PATEL CONS ULTANTS9 INC. Service through Excellence June 3, 1999 To: Altman Development Corporation Attn: Project Manager Subject: Plantation Lakes Apartments Reinforced Slopes @ building no. 7, 8 and 9 (NE side) PCI project # 927 Gentlemen, in accordance with your request, we have prepared Drawings and Design Calculations for the above Reinforced Slopes. This design is based on "Geogrid Design Methodology" Design Document from the Third Annual State Structures Conference, Tampa, Florida, 1992. Surcharge loading used for the design is 100 psf LL and respective dead load from the apartment building, at the top of the reinforced Slope. Materials for this application are Tensar Earth Technologies Uniaxial UX 1400 SB, UX 0100 and Biaxial BX 1100 high -density Polyethylene Reinforcement. The calculations, Installation notes and Procedures are submitted with this for your use. Lf you require any additional information, please do not hesitate to contact us. Very truly yours, Professional Engineer DA ACP\927-LETTER# 3.doc 2826 Safe Harbor Drive • Tampa. Florida 33618 813-933-8162 Fax 813-933-8162 PATEL CONSULTANTS, INC. Service through Excellence June 3, 1999 To: Altman Development Corporation Attn: Project Manager Subject: Plantation Lakes Apartments Segmental Retaining wall @ Building No. 9 (West Side) PCI project # 927 Gentlemen, In accordance with request from Associated Construction Products, we have prepared Drawings and Design Calculations for above Segmental Retaining Wall. This design is based on National Concrete Masonry Association hypothesis for SR Walls. Surcharge loading used for the reinforced wall design is 100-psf live load and soil dead load at the top of wall. Materials for this application are Anchor Wall Systems Vertica-pro units and Miragrid 3XT(1999) by Nicolon Mirafi group. The calculations, Installation notes and Procedures are submitted with this for your use. If you require any additional information, please do not hesitate to contact us. Very truly yours, 944 9. Pad Professional Engineer cc: Mr. Larry Falls, ACP N D AACP\927-L ETrER# 4. doc 2826 Safe Harbor Drive • Tampa, Florida 33618 813-933-8162 Fax 813-933-8162 PATEL CONSULTANTS, INC. Service through. Excellence May 31, 1999 To: Altman Development Corporation Attn: Project Manager Subject: Plantation Lakes Apartments Segmental Retaining wall @ Building No. 10 PCI project # 927 Gentlemen, In accordance with request from Associated Construction Products, we have prepared Drawings and Design Calculations for above Segmental Retaining Wall. This design is based on National Concrete Masonry Association hypothesis for SR Walls. Surcharge loading used for the reinforced wall design is 100 psf live load and dead load from the building, at the top of wall. Materials for this application are Anchor Wall Systems Vertica-pro units and Aliragrid 7XT/5XT by Nicolon Mirafi group or UX 1500/1400 SB by TENSAR. The calculations, Installation notes and Procedures are submitted with this for your use. If you require any additional information, please do not hesitate to contact us. Very truly yours, bade 9. P4& Professional Engineer cc: Mr. Larry Falls, ACP N DAACP\927-LETTER# 1.doc 2826 Safe Harbor Drive • Tampa. Florida 33618 813-933-8162 Fax 813-933-8162 PATEL CONSULTANTS, INC. Service through. Excellence May 10, 1999 To: Altman Development Corporation Attn: Project Manager Subject: Plantation Lakes Apartments Segmental Retaining wall PCI project # 927 Gentlemen, In accordance with request from Associated Construction Products, we have prepared Drawings and Design Calculations for above Segmental Retaining Wall. This design is based on National Concrete Masonry Association hypothesis for SR Walls. Surcharge loading used for the reinforced wall design is 100 psf at the top of wall. Materials for this application are Anchor Wall Systems Vertica-pro units and Miragrid 3XT by Nicolon MiraG group. The calculations, Installation notes and Procedures are submitted with this for your use. If you require any additional information, please do not hesitate to contact us. Very truly yours, Sadu 9, ;D4& Professional Engineer cc: Mr. Larry Falls, ACP D A ACP\927-L EITER. doc 2826 Safe Harbor Drive • Tampa, Florida 33618 813-933-8162 Fax 813-933-8162 May 3, 2000 Mr. Tzvi Mihlstein Altman Development Corporation 2201 Corporate Blvd. N. W. Suite 200 Boca Raton, Florida 33431 RE: Plantation Lakes Apts. Sandford Fl Dear Tzvi: PRINCIPALS Michael L. Dodane, PE E. Dale Trahan, BSEE Greg H. Klebanoff, PE William G. Graney, Jr., PE ASSOCIATES Creston. L. Johnston Jeffrey D. Stoessel Michael A. Allen Gail L. Fredrick Kenneth B. Lowry J. Steven Moody Scott R. Ward RECEIVED MAY 0 5 2000 PLANTATION LKS I have revised the drawing, sheet E-7, (please see attached) to indicate the general circuits in the apartment units being fed with # 14 wire. Please note that the circuits are protected with 15 amp circuit breakers. If you have any questions or comments, please call. Sincerely, KTD CONSULTING ENGINEERS, INC. Michael L. Dodane, P.E. Director of Electrical Engineering MLD/clj cc: Sanford Bldg. Department 430 EAST SEMOROM SUITE 202 COSSELBERRY, FLORIDO 32707 PMOME (407)834-7900 FAX (407)834-9686 CITY OF SANFORD, FLORIDA APPLICATION FOI BUILDING PERMIT PERMIT NUMBER Q©- L QF PERMIT ADDRESS '"r..r e-re Total Contract Price of Describe Work: Job Total Sq . Ft. 6 fs = ,9. Type of Construction: G e. Flood'Prone: (YES) -(jN0 Change of Use From: Change of Use To: Number of Stories: Number of Dwellings: Zoning: Occupancy: Residential Commercial Industrial LEGAL DESCRIPTION: TAX I.D. NUMBER: ' CONTRACTOR ADDRESS CITY 1 r,1 ARCHITECT ADDRESS _ CYTY lease attach printout from Seminole County) STATE 4 1 a_ ZIP STATE im PHONE NUMBERr 1>>qq~70 Oto' PHONE NUMBER: < ) ALI--0 Q Ito LICENSE NO. t) — D ET - OOC61-7 $- ZIP SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL, REMOVAL OR THE RELOCATION OF TREES AND ADVERTISING SIGNS. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANYTIME AFTER THE WORK IS COMMENCED. ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER OF RECORD SHALL CONTAIN A STATEMENT THAT, TO THE BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE PLANS AND SPEC'S COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. If applicable, check with your homeowner's association prior to applying for a permit. The nam d Contractor/Owner Builder to whom the permit is issued shall have the respo - bility for supervision, direction, management, and control of the cons tion activitigs on the project for which the building permit was issued. rr, r*/*,y***********w,ry*y*********:*rr***,r*****,r*******w,r***********r***********,r,r*****,*,* SIGNATURE OF CONTRACTOR C1lai190). DATE SIGNATURE OF OWNER DATE APPLICATION APPROVED BY: 0 DATE: l ' 27 FEES: Building Radon Open Space Other Road Impact Police Fire Application 11) PERMIT VALIDATION: CHECK CASH DATE IdIki Cry BY THIS APPLICATION USED FOR WORK VALUED UNDER $,2500.00. ORIGINAL ( BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (COUNTY ADMIN.) C 18.25" PLANTATION W f FINAL INSPEC y, EQUIREQ LAKES 48l' C11,96tt Date Plantation Lakes/ Contact Person COPYRIGHT 1999 BARON SIGN MANUFACTURING tax 000-000-0000 This design Is the exclusive property Plantation Lakes\various.fs of Baron Sign Manufacturing. Production of this design or any varlatlon by anyone other than Baron WO# JF&JK 7/20/99 KP P E:y :..........oZ...:. y 6.....Z j.: Z3ZZ...Z...Z .%z .....o>. axta n. Z....Z :aw. 11 z I 1 / SPACER PLATE RE -DRILLED HOLE FILLED WITH CTURAL SILICONE EMBED 5' 3/16' X 4' THREADED METAL STUD AVERAGE 4 PER COMPONENT SECT. 3108.4.3.1 SBC 1994 CBS/SOLID CONCRETE OR WOOD LATH W/ STUCCO MOUNTING SURFACE ANCHORING DETAIL FOR FLAT CUT OR CAST FLUSH MOUNTED LETTERS. • _ ' ' DESIGNED TO WITHSTAND A WINDLOAD FACTOR OF 120 MPH. ' ' 18.25" .. 13* PLANTATION LAKES ESARON SIGN covrafaMT tow su na+ SIM MANIfR CTUFafa no deevn a Ow oxeluolw pf"ty of am" 81" Manuhmumip. hooduc*w of Oft daaga a my VW Waa W anyow ~ uaa aanoa VIV Wiwfa~" wN be pm"eiAad to dw MWO MUM of do law. 96" Plantation Lakes/ Contact Person fax 000.000.0000 Plantation Lakss\wrlous.fs WO#t JF&JK 7/20/O9 KP P: I ty SPACER PLATE RE -DRILLED HOLE FILLED WITH iCTURAL SILICONE EMBED 5' 3/16' X 4' THREADED METAL STUD AVERAGE 4 PER COMPONENT SECT. 3108.4.3.1 SBC 1994 CBS/SOLID CONCRETE OR WOOD LATH W/ STUCCO MOUNTING SURFACE ANCHORING DETAIL FOR FLAT CUT OR CAST FLUSH MOUNTED LETTERS. DESIGNED TO WITHSTAND A WINDLOAD FACTOR OF 120 MPH. 04/19/99 13:22 '0407 332 9305 PRE .,D BY AND RETURN TO. Rich: B, MacFarland, Esquire 1 Broad and Cassel l 7777 Gladcs Road, Suite 300 Doca Raton, FL 33434 PERMIT NO. DCC CONSTRUCTORS Z 002/005 r tom: TAX F'OLTO NO. PORTION OF W c 32-19-30-300-0110-0000 r-- rr NOTICE OF CO.'v mENCEMENT STATE OF FLORlMAI GCLrTTY OF PALM BEACH THE UNDERSIGNED hereby gives notice that improvements will he made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information isprovidedinthisNoticeofCommencement: 1. a. The legal description of Property: See Exhibit 'W'adached hereto. W C-L) b. The street address or other general description of the Property:' co 1000 Plantation Lakes Circle N Sanfbrd, Florida 34771 2. The general description of the improvements: 362 multi -family residential apartment units together with related on and off site improvements. 3. Name and address of the Owner: s m Plantation Lakes, Ltd. ; c/o Altman Development Corporation 2201 Corporate Boulevard N. W. Suite 200 Boca Raton Florida 33431 ; Attn: Mr. Robert Rush "D ` Telephone Number: 561-997-8661 Facsimile Number: 561-997-8760 WC1VWAIE3T M1t.! 0095*034 ytam CERTIFIED CO MARYF1NNE 0 3t ' CLLQn 9F viRG ",l URT PiDA DEPUTY 4? 04:19/99 13:22 12407 332 9305 DCC CONSTRUCTORS Z001'005 CCNS-Irk RUCT0RS FA+CSJ<muE TRANSMITTAL COVER SHEET Dx E: To' Y' S' / - 7 711 RONC PROJECT: a Ftit, EJ. iEXCivDi% G '.his sheeU If you have any problems re(x ving this *ransmissior., xlease tail 407,/ 8314-3300 immediateiy. Central Florida Corporate Office DCC Ccrstructcrs, 355 Sound County Road 427 Longwood, Florida 32750 Tel:407/834- 3300 Fax:407/332-9305 South Florida Corporate Office First Union Bank Building 12550 Biscayne Boulevard, Suite 306 ttiliami Beach, Florida 33 i 8 i Tel:305/893- 6881 Fax:305/893-7623 04/19/99 13:23 '0407 332 9305 DCC CONSTRUCTORS Z 003/005 r 4. Interest of the undersigned in the Property: Fee Simple 5. Name and address of fee simple title holde-. Planta*icn Lakes, Ltd. c,'o Altman Development Corporation 22014 Corporate Boulevard N.W. cn or 0Suite20 3 G7 Q Boca Raton Florida 3343 i s 0 Attn: Mr. Robert Rush r Telephone Number: 561-997-8661 ry Facsimile Number: 561-997-8760 r rn c h. Name and address of General Contractor: DCC Constrictors, Inc. 355 South County Road 427 Longwood, FL 32750 Attn: David W. Scott, Sr. Vice President Telephone Number: 407-834-3300 Facsimile Number: 407-332-9305 7. Name and address of the surety on the payment bond in the amount of 520,163,896.00, under the direct contract with the foregoing General Contractor is: American Home Assurance Company 70 fine Street, I& Floor New York, XY 102 10 Attn: George Rettig Telephone Number: 212-458-1763 A copy of the payment bond is attached hereto. 8. Name and address of the Lender making the loan for constniction of the impfovementc- 9ocnaGAtF_S 4t)l11 00,15010134 21Sapp Comer Lea Bank 500 Waadwaiu AVBiia£ 7"' Floor 2 04/19/99 13:23 TP407 332 9305 DCC CONSTRUCTORS Z 004/005 Detroit, MI 48226-3255 Attn: Commercial Real Estate — Group Ill 9. Name and address of additional person within Florida designated by Owner upon whom notices may be served as provided by Section 713.13(1)(a) 7, Florida Statutes: Broad and Cassel 7777 (;lades Road; Suite 300 Boca Raton, FL 33434 Attn: Richard B. MlacFarland, Esquire Telephone Number: 561-483-7000 Facsimile Number: 561-483-7321 10. Name and address of person designated by Owner to receive, in addition to W Owner, a copy of lienor's notice as provided in Section 713.06(2)(b), EJgfld; Statutes: OM rn 3 c O N/A r rr, 1 i. Expiration date of Notice of Commencement: c Eighteen (18) months from date ofrecordirg. N .s al c tT1 r OWNER: PLANTATION LAKES, LTD., a Florida limited partnership Rv• Altman. Development Corporation, a Michigan corper36o , its general p art By: C7ZI4A Dan iVierrill, Senior Vice President The foregoing instrument was acknowledged before me this 2day of February, 1999, by Dan Merrill, Senior Vice President of Altman Development Corporation, a Michigan corporation, as general partner of Plantation Lakes, Ltd., on behalf of the corporation and limited partnership. He is personally known to me. F-otary Public U Print Name: IQ E! Len State of Florida Serial Number: CC 7(e, My Commission Expires: Joeuen sd+ater eoc uiEn Esr 3, , 3 **My ComnNssion CC7'6V000 00 5010134 a/1"9 ww EKI)I S swfin1Uui $, 2M 04.19/99 13:23 0407 332 9305 i PAKCEL ONE VESCR.'PMN DCC CONSTRUCTORS EXNTDTT "A" THAT PART OF THE SOUTH AS-, A/ 8£. W ';MC44 32. ASwfOWS9 SOtI?H. R4N('.E :10 EAST_ SEMINOt_E COUP A , FOR A POINT OF REFERENCE._ COMMENCE AT THE SOUTHWLST CGRNEA OF SA SOUTF?£A5T 1/4: THENCE RUN Moo-03*46 E ALONG THr- SST UPIE OF TEE NVECT 1/7 OF SAID 5QVT1iEAST 1/4 FOR A DISTANCE OF 028.04 FEET TO THE POINT OF SECINNING: THENCE CONTf NE NOov3'46'E ALONG SAID WEST LINE FOR A MSTANCE OF 1672.28 FEET TOSOUTHEASTERLYRIGHTTOFWAYLINEOFRINEHAR7ROAD: THENCE RUN NE9"12'12% ALONG SAIO 50U1T EASTERLY RIGHT OF WAY LINE FOR A DISTANCE OF 400.27 FEET TO THESoUTNRIGHTOFWYLINEOFHUGHYSTREET: THENCE RUN S89'45'49'E ALONG SAIDSotjl)4 RIGHT OF WAY LINE FOR A DISTANCE OF 265.76 FEET: TH04CE RUN SOOS2,03*EFORADISTANCECr924.90 FEET: THENCE RUii 512'a0'a3'E FOR A DISTANCE OF 440•00 FEET: EAST UNE OF THENCE RUB£ 50UTHEA 1 /4 ISTANCE THENCE RUN S00z'o3566- 52 FEE7E ALO TO C SAtO EAST Sn1D WEST I /Z Q. LINEFORADISTANCEOF 133.14 FEET: THENCE RUN S76'44`27-w FOR a p1STA 1C>r OF 6$6.91 FEET, THENCE RUN Si375'ZT"w FOR A DISTANCE CF 302.30 FErT. THENCE RUN S89'25'01'1M FOR A DISTANCE OF 363.21 FEET: THENCE RUN S411 r31'E FOR A DISTANCEOF7.82 rfET: THENCE RUN N75'04'45"W FOR A DISTANCE OF 81.43 iEE T: THENCERUNN55'5Z*02`W FOR A DISTANCE OF 197.35 FEET TO THE POINT OF 6EGINNINC. COKTAININC 31.487 ACRES. MORE OR LESS. 6005/ 005 PLANTATION LAKES APARTMENTS Phase 11 by ALTMAN DEVELOPMENT CORPORATION in the City of Sanford in Seminole County, FL July 3, 2000 Update - by BSB Architects & Planners, Jacksonville, FL PROJECT SUMMARY Three Building Types Sldg I Bldg lI Bldg Ill 18 Unit 6 over 5 5 over 4 6 over 6 Types Heat/AC Type # of # of Unit Locations Area Garage BedRm Baths Misc. Comments one r.." one one Al MAIN FLOOR 840 SF 0 1 1 3 of the Type A he Units one one Pone Ala UPPER FLOOR 885 SF 0 1 1 in all 3 Bldg Types one B1 a-1 g UPPER FLOOR 1,067 SF 1 car 2 1 none on Main Floor one "'" one C1 MAIN FLOOR 1,113 SF 0 2 2 3 of the Type A he Units one:; one C1 a UPPER FLOOR 1,075 SF 0 2 2 one :" C2a-1 9 UPPER FLOOR 1,171 SF 1 car 2 2 none on Main Floor one one TWO C3 MAIN FLOOR 1,115 SF 0 2 2 two in Bldg. Type 111 one : one TWO C3a UPPER FLOOR 1,156 SF 0 2 2 two in Bldg. Type 111 one C4 MAIN FLOOR 1,266 SF 0 2 2 sim C4-1g, but w/out garage one C4-19 MAIN FLOOR 1,266 SF 1 car 2 2 one one C4a-29 UPPER FLOOR 1,314 SF 2 car 2 2 one— one one D1 MAIN FLOOR 1,337 SF 0 3 2 in all Bldg Types one one one D1 a UPPER FLOOR 1,374 SF 0 3 2 in all 3 Bldg Types one D2-29 MAIN FLOOR 1,405 SF 2 car 3 2 only in Bldg Type ll one D2a-29 UPPER FLOOR 1,458 SF 2 car 3 2 only in Bldg Type ll one " G-1 GARAGE MODULE 1,521 SF 5 car n/a n/a only in Bldg Type I one G-2 GARAGE MODULE 1,237 SF 5 car n/a n/a only in Bldg Type ll Bldgs Sq. Ft. Building Type I Main Floor Area (w/ Garages) 7,668 sq. ft. 12 Buildings or 132 Units Building Type l (a) Upper Floor Area 6,717 sq. ft. Bldgs #5, 7,10,12,15,18, 20, 27 Total Building 1 12 14,385 sq. ft. and Reversed Bldgs # 6,11,17,25 Building Type ll Main Floor Area (w/ Garages) 6,450 sq. ft. 10 Buildings or 90 Units Building Type ll a) Upper Floor Area 5,556 sq. ft. Bldgs #2, 8,19, 21, 23, 24, 26 Total Building 11 10 12,006 sq. ft. and Reversed Bldgs #9,16,22 Building Type Ill Main Floor Area (w/ NO Garages) 7,227 sq. ft. 5 Buildings or 60 Units Building Type 111 a) Upper Floor Area 6,636 sq. ft. Bldgs # 1, 3,4,13,14 Total Building Ilt 5 13,863 sq. ft. with NO Reversed Bldgs. 27 40,254 sq. ft. 27 Buildings Totaling 282 UNITS All 6 Type A Handicap Units (3XA1 + 3xC1) are in Bldg Type I Reversed 130 Main Floor + 162 Upper Floor) Dan Florian Building Official 407.330.5657 1. Type VI Unprotected & Unsprinklered Mike McGibeny Fire Chief 407.302.2516 is limited to 2 stories of 7, 000 sq. ft. ea t 2. An additional 931 sq. ft. is allowable e • \ Project Schedule if at least 35% of the perimeter is 7118100 50% Construction Documents due to Altman Development accessible within 30'. 819100 90% Construction Documents due to Altman Development 8123100 100% Construction Documents due to Altman Development Pro,—P1—Lak-J1.0 7 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 3 !r./` DATE: PERMIT PERMIT #: BUSINESS NAME: =f G1,,Vr4776;G' L / ..2' (2 ADDRESS: j f L'l %G f Gla/t`%`f j%%J &X Cze PHONE NUMBER: ( ) /4(,,f-/2r _5 6 C UIZJ TY' PLANS REVIEW TENT PERMIT BURN PERMIT' REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $C` COMMENTS: 5 6C 4 7j-, d1 j4,0 tr N7— Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. a I certify that the above information is V / wr true and correct and that I ill comply with all applicable codes and ordinances of the y of Sanford, Florida. A11/11 i f , - Sanford Fire.` revention Appi -i6fts Signature 01/10/2000 15:40 4073304103 PLANTATION LAKES PAGE 02 ELEVATION CEFMFICATE O.M.S. No. 3067-0( FEDERAL EMERGENCY MANAGEMENT AGENCY Expire/ July 31, 1 V NATIONAL FLOOD INSURANCE PROGRAM ATTENTION: Use of this eertHlcate does not provide a waiver of tie flood Insurance purchase requirement This lotm is used only to pis vide elevation information neceeeery to ensure compuence with applicable community lloodploin menagement ordinances, to determine the proper Inewanoe premium rate. and/or to support a request for a Letter of Map Arnencimem or Revision (LOMA or LOMn). You ere , required to respond to this collection of Information unless a vaAd OMB control number Is displayed In the upper right corner of this loin Instructions for completing this form can be found on the following pages. SURAM1O C1WH9 'D NAME PLAWA ION LAKES. L SIC ION A PROPERTY INFORMATION ALTMANyEynopwwr FM W SUPANCE COMPAW USE OMICY NUMBRR STREET A0014611 Pdm q AM.. WIL Ovile amdlbr ONe. Numbs) OR A.O. AOVT6 ANO Dolt NuMean COM ANY NAIC NUUBt-n 1000 PLANr.. now LAKES CIRCLE _ (cLveEtousa: eurLv Nc) OTHER DaSCRIPTION %at elw Dutch Nurrrbare. eta) CITY T aTATE ZIP WOE— SANFORO FLOMDA J4771 SECTION 6 FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Provide the tollwMng from the proper FIRM (Sot instructions): 1. COMMUNITY MA"411 2. mat. NUMBER 3. SUFFIX 1 4. ome or FInu Woex !. IRM ZON$1'LOne ll,Ew rlt7 r 120289 0040 E 4117195 "X to " K ` NA" ' "t 7. Indicate the elevation datum system used on the FIRM for Soso Flood Elevations (SFE): k] NGVD '29 Other (describe on back) S. For Zones A or V. where no SFE is provided on the FIRM, end the community has established a Or- E for this building site, indicate the community $ 8FE: l t l l _i... j.l 1 feet NGVD (or other FIRM datum --see Section S, Item 7). SECTION C BUILDING ELEVATION INFORMATION 1. Using the Elevation Certificate Instructions, Indicate the diagram number from the diagrams found on Pages S and 6 that best describes the subject building's reference level j . 2( a). FIRM Zones At-A30, AS, AN. and A (with OFE). The top of the reference level floor from the selected diagram Is at an elevation of i 1 1 12 2:.01 lest NGVD (or other FIRM datum-ses Section S, Item 7). b). FIRM Zones Vi-V30, VE, and V (with 8FE). The bottom of the IM93t horizontal structural member of the reference level from the selected diagram, is at an elevation of I I I I I , U feet NGVD (or other Finn datum -see Section a. Item 7). c). FIRM Zone A (without 8FE). The floor used as the relerenI ce levelhorntheselecteddiagramisUfeet above 1_ I o< below E ( check one) the highest grade adjacent to the building. d). FIRM Zone AO. The floor used as the reference level from the selected diagram is L1J.0 feet above LD or below I ) (check ens) the highest grade adjacent to the building, it no flood depth number is available. Is the building's lowest floor (reference level) elevated In acoordanae with the community's ftoodptsin management ordinance? 0 Yes LI No 0 Unknown 3. Indicate the elevation datum system used in determining the above reference level elevations: W1 NGVD '29 0 Other (describe under CommentsonPage2). (NOTE. It the alevallon datum used In moesuring the elevations is dillorenf ffren !lief used on the FIRM ( see Section A, Item 71. then convert the elevations to firs datum system used on the FIRM and show the conversion egwtbion underCommentsonPage2.) 4. Elevation reference mark used appears on FIRM: 0 Yes ® No (See Inslrucilons on Page 4) S. The reference level elevation Is based on: Z actual construction a construction drawings NOTE.' We of constructlan drawer gs is only valid it the bufkft dOes not yel hove the rnlorence level Boor in piece. in wlr c), cose ohm cerflikaft wlN Ally be valid for the btd1c*ng during the course otconsinArtion. A post-consfructior Elevation Certificate wiN berequiredonceconslnxWrriscomplete.) 6. The elevation of the lowest grade immediately adjacent to the building is. (I l 011.!61 fast NGVD (Or other FIRM datum-soe Section 8. Item 7). SECTION p CQMMUNITY INFORMATION t. If the community official responsible for vetltying buRding elevations srecifies that the reference level Indicated In Section C. !tern t is not the "lowest floe' as defined In the community s 119odplairl management ordinance, the elevation of the building's "lowest floor• es defined by the ordinance Is: Li J-_U .0 feet NOVO (or other FIRM datum -see Section S, Item 7). 2. Gate of the start of opr struation or substantial InVrovemerd FEMA Form e1-31. MAR 97 REPLACES AIL PREVIOUS ElXnONS SEE IWWRse SKX FOR e()N NUATION 01/10/2000 15:40 4073304103 PLANTATION LAKES PAGE 03 SECTION E CERTIFICATION This certification is to be signed by a land surveyor, engineer, or archltad who Is authorized by state or local taw to certily elevation information when the elevation information for Zones At-A30, AE, AH, A (wi(h 6FE).V1-V30.VE, and V (with WE) is required. Corrurtunity officials who are authorized by local law or ordinance to provide floodptain management information, may also sign the certification. In the case of Zones AO and A (without a FEMA or community issued BFE), a building official, a property owner. or an owner's representative may also sign the certification. Reference level diagrams 6. 7 and 8 - Distinguishing Features -it the certifier Is unable to ceitily to breakaway/non-breakaway wall. enclosure size, toeaiion of servicing equipment, area use, watt openings, or unfinished area Feature(s), then Hsi the Fetature($) not included in the certification under Comments below. The diagritm number. Section C. Item 1, must still be entered. r cwlsfy that the Information M Seckm 9 and C on this cerr ticate ropnsents my best */torts to interpret the data available. 1 undeisland that any false statement may be punishable by fine a imprisonment under 18 U.S. Code, Section fOO1. CEFTTIFIEA'S NAME LICENSE NUMBER (er Anti seep P.R. (Rick) Burns 4702 -.-- - TITLE COMPANY NAME President Land -Tech Surveying dr Mopping, Corp. Annness CITY STATE ZIP 350 S. Central Ave. Oviedo FL 32765 SI(;NATrrr1E DATE 12/79/99 F"oNr: (407) 365-10.36 Copies should be made of this Certlticate o : )community official, Z) Insurance agent/company, and 3) building owner. COMMENTS: Although the overall property on which the building lies has portions of fond lying ^ within Zone ~AC" (b./.e. 47 & 51). the actual building does not lie within said Zones. Elevations are based on site benchmarks as shown on on AL TA/AGSM land title survey by Sears Surveying Compony, doted 11/09/99, job number 97088.009. According to said survey site benchmarks were based on Serriina/* County Benchmark /197250f, as havrnq an elevation of 73.83. A v rrTr MtiCr t furl hMA Nt ltMlut! RNC wT tAl 6 I W wTtr/ a LNT A room. an CoLum" A v 70"94 ZONES r llMUover-m The diagrams above illustrate the points at which the elevations should be measured in A Zones and V Zones. Flevations for art A Zones should be measured at the lop of the reference level floor. Elevations for all V Zones should be measured at the bottom of the lowest horizontal structural member. Pape 2 I)CC Constructors, Inc. DCC t orpc 1-ate l feadq uarters r u . ;t0ux'. May 19, 2000 City of Sanford South 1'106(tt Department of Community Development P.O. Box 1788 1ia1,) kc'l'1,_ 1 1 3 1 Sanford, FI 32772- l 788 Ref: Plantation Lakes Apartments Mechanical Pen -nit Revision To Whom It May Concern: This letter is to inform you of a change in Mechanical Contractor for the above referenced project. The following company is being replaced: Preferred A/C & Mech Inc 5642 Corporate Way West Palm Beach FI 33407 The above referenced Mechanical Contractor will be replaced with: Altier Mechanical 6367 All American Blvd Orlando, F] 32810 Altier Mechanical installed equipment and grills in buildings 1,2, & 3: and is installing duct work, venting, equipment and grills in buildings 4,5,6,7,8,9,10,1 l ,12,13,14,15,16, l 7, & 18. Sincerely, DC ` Const ters'i71Z Je Vice President of Operations Cc: 5249/ 15160-5/Job/Main Office John Trinchero Joe Fortuna 1 •a9-7- w . .,. q. WO11t:If-M. Iy,.. i.,y. w :,:a t L. b. 40" at -lob DATE: 5-22-00 I. BUSINESS NAME: Altier Mechanical Services, Inc. CRESS: PO BOX 91569E C'ITYi.0 Xj, STATE: FL- ZIP CODE: 32791 TELEPHONE NUMBER: 4071294-4714 2. NAME OF APPLICANT.- W i- J er a_han i na l Sa rzdemm,__ TWn - ,-_... ADDRESS: aaMg CITY: STATE:."..,_.,__ ZIP CODE: TELEPHONE NUMBER: 3. BUSUMS PROFBSSM:.Ale CY-ntrartnr A. PERSON WHO HOLDS STATE LICENSE: JOes h E. ALtier 3. IF A CORPORATION. LIST OFFICERS; Joseph E. ALtiar Ras t 6 If STATE CERTIFW: MUST PROVIDE A COPY OF YOUR CURRENT STATE / LICENSE AND OCCUPATIONAL LICENSE: CERTIMATS OF WORKUM'S V COMPENSATION INSURANCE OR WAIVER AFFIDAVIT. 06 W STATE RBMTERED: MUST PROVIDE A COPY OP YOUR CURRENT STATE AND OCCUPATIONAL LIC M4& CERIVICATE OF WOAKMANI COMPENSATION INSURANCE OR WAIVER AFFIDAVff; A S2.000 SURETY BOND; CITY OF SANFORD COMPBT3NCY CARD; A LETTER OF RECLPROC ffY SENT FROM JURISDICTION THE H.H. BLOCK EXAM WAS TAKEN AT. ALL OTHER SPECIALTY CONTRACTORS: MUST PROVIDE COPY OF CURRENT OCCUPATIONAL LICBLNSB: CERTIFICATE OF WORICMAN'S COMPENSATION INSURANM OR WAIVER AFFIDAVIT. A 22.000 SG•RETY BOND. t+!lN..1•..1 l.!!lNttt+1l.f.N.u.t+....!!.!!..• s.!!!!!Nl. OFFICIAL UM ONLY REOISTRATION NO.: CONTROL NO.: STATE CLASSIFICATION: STATT LICENSE NO.: EXPIRATION DATE: NAME OF LICENSE HOLDER; OCCUPATIONAL LICENSE: WIRATION DATE: TO 39Vd 00L6L6ZL0v E0:80 000Z/ZZ/S0 AN&STATE OR FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONST INDUSTRY LICENSING BOARD 7960 ARLINGTON EXPRESSWAY. SUITE 300 JACKSONVILLE FL 322ti-7467 ALTIER, JOSEPH EDWARD PL0 BOXL915696E6 INC LONGWOOD FL 32779 904) 727-6330 ITAII Ur RWIWA AC/ 514 61 E;ARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CM—0045956 .Q7/02/1998 999000 CERTIFIED MEe HANICAL CONTRACTO ALTIER, JOSEPH EDWARD ALTIER COMPANIES, INC IS CERTIFIED wwr w. a nee. d ck- 469 AUG 31, 2000 DETACH HERE rrr.nrr,rrr rwwwwwwrrr rwrrrw wrwww.r r,r,rr r rya r,rr r. .rrrrrrrrrrr STATE O519618.7 DEPARTMENT OF BUSINESS "AND CON£iT INDUSTR,Y.',LICF,,NSINf;^BOAD, R`% +Rlw 4•. ' 7/02/199® wm —enAROMA. 1t M CHANICAL CONTRACTOR Ilmd NK IN Pow MB MCF489 m 6* AUe 31, 2000 p1F. , . , fie • . ALTIER, JOSEPH EDWARD ALTER COMPANIES INC P 0 BOX 915696 LONGWOOD FL 32779 t. filzou ,, LAWTON CHILES DISPLAY AS REQUIRED BY LAW R ICHARD T. FARRELL GOVERNOR SECRETARY Z0 39Vd 00LGL6ZL0r TT:TT 000Z/6T/S0 mcn r Nm EXPIRES ORANGE COUNTY OCCUPATIONAL LICENSE 1804-0090527 mm ORIGINAL 09 / 30 / 00 Eul K. Wood, TAX COLLECTOR J r GRAN M COUNTY, PL01" TWS UCOM E IN AMMON TOANO NOT IN LIEU OF ANY OTHER MOW IEOIUMEO SY LW OR HAS ACIML OAOHNANCE fr IS S AWWT TO REGuunON Or DON04. WMTMITNIOYGNSE"SOM 30 OF LICBM YEAR OOJMOAKr FV"" E AMD OCVQM 1. AND ANY OTHER LAWFULAUTH OWTY. R Ht VAUO F"M OCTOKp 5000 BUSINESS OFFICE 30.00 1 UNITS O r o = cp G Cps W O 8 0 °- TOTAL SERVICE CODE FEE 97.50 Q. P TIER ES INC c m O gFL 9 L 00 32791 w o a d 1 1 TOTAL DUE 97.50 6270 EDGEWATER DR 5600 i LtA - ORLAldDO ALT IER JOSEPH E 0000000000 0000OO6000 000001904009 TM FORM BECOWS A RECWr WNW VALDATED BY TK TAX COLLECTOR. 1 D m mw Ay A 1e/:o/issa flti)saS-sass (stl)saM-tit Norodom • Associates inserawco 1 Lake Morten Dr. Lakeland. FL 334e2 ONLY AND CONFERS NORKiI1TEUPON THE CERUNCATE NOLOOLTMCERWICATEDOES NOT AMEND. WSW OR ALTER THE COVERAGE AFFORDED BV THE POLICM MELOWf. W OMERSAFFOROWQCOVERAGE A tier Co. Inc A Altier Nockawical Svcs Inc P.D. not lliala Longwood. FL 32791 019~A. Hartford Fire Ins $-Star NfMalEwa 1: SUMMER e MSIaIER E MN ANY REOUMIEMMMNT. TERM OR GONDMON OF ANY CONTRACT OR OTHER DOCUMENT MATH RESPECT TO NAOCH THIS CERTIFICATE MAY aE ISSUED OR MAY PERTAIN, THE D•SURA•ICE AFFORDED BY THE POLICIES DESCNM HEREIN IS SUMCT TO ALL THE TERMS. EI(CLUSIONS AND CONDITIONS OF SUCH OLICIES. 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ADaA1e etacal• ROLMC D1M GNMfMELLN •vat n1s FOMAim OAR Tta F, WS 1•DIAIa CONI M OILLMMONAMOR 10 VAL CITY OF SANFORD a" W DIAL wog WIND emu own NO COMA"" CR Lods t BUIMING PERMIT DEPARTMENT OFANY 00 .a "000WNW.ffsAoalnaoRMawl MWAWAK David SO 39Vd 00L6L6ZLOV TT: TT 000Z/6T/S0 05/19/2000 10:29 4076972432 PREFERRED A/C&MECH PAGE 01 SERVICE AND INSTALLATION OFFICE (561) 689-1093 TOLL FREE (a00) 402-1989 FAX (561) 697-2432 f,FE*oeAir Conditioning UNLIMITED STATE CERTIFIED CAC0323a2 Mechanical, Inc. 1400 FORSYTHE ROAD - SUITE A WEST PALM BEACH. FL 33405 FA _ CSIMILE COVER, SHEET DATE: May 19, 2000 TIME: 11:30 AM TO: Joann Johnson — City of Sanford FAX # 407-330-5677 TOTAL NUMBER OF PAGES INCLUDING COVER SHEET: 2 FROM: Nicole Raino REGARDING: Letter releasing air Conditioning permits for the Plantation Lakes. The original copy will be mailed to you. 05/19/2000 10:29 4076972432 PREFERRED A/C&MECH PAGE 02 SERVICE AND INSTALLATION OFFICE (561) 880.1003 TOLL FREE (600) 462-1989 FAX (561) 697-2432 City of Sanford Post Ottice Box 1788 Sid, FL 32772 RE: PERMITS To Whom It May Concern: FE* Air Conditioning Mechanical, Inc. UNLIMITED STATE CERTIFIED CAC032382 1400 FORSYTHE ROAD - SUITE A WEST PALM BEACH, FL 33405 November 15,1999 PreWred Air Conditioning 8 Mechanical, Inc. is no longer the air conditning contractor on the Plant ton lakes job as of November of 1999. Therelom, we release all of the air condi0oning permits. W O'Bryon President ALTIER MECHANICAL SERVICES INC AIR CONDITIONING CONTRACTOR P.O. BOX 915696 LONGWOOD, FLORIDA 32791 (407) 294-4714 FAX (407) 297-9700 May 22, 2000 City of Sanford Building and Permit Department RE: Plantation Lakes Project Mechanical Contractor Dear Sir; Please be informed that we have taken over the Mechanical Contract on the above - mentioned project from Preferred Mechanical, effective as of December 1999. Work performed: Clubhouse — Preferred Air Building 1, 2 and 3 -- partial Preferred Air/Altier Mechanical Building 4 — 18 — Altier Mechanical Altier Mechanical Services, Inc. CMC045856 Should you have any further questions, please call our office. Since Jos h E. Altier President SERVICE AND INSTALLATION OFFICE (561) 689-1093 TOLL FREE (800) 462-1989 FAX (561) 697-2432 City of Sanford Post Office Box 1788 Sanford, FL 32772 RE: PERMITS To Whom It May Concern: Air Conditioning R Mechanical, Inc UNLIMITED STATE CERTIFIED CAC032382 1400 FORSYTHE ROAD - SUITE A WEST PALM BEACH, FL 33405 November 16,1999 Preferred Air Conditioning & Mechanical, Inc. is no longer the air conditioning contractor on the Plantation Lakes job as of November of 1999. Therefore, we release all of the air conditioning permits. Since ly, Way O'Bryon President CITY OF[ ` 3 1SANF}ORD ELECTRICAL APPLICATION PERMIT NO. q! T DATE: ` r 9— l- THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: OWNER'S NAME r,, ago &1VA11- dly" CONTRACTOR: 14 r -57 e(, 1'*Y ,4tt-RES NON-RES Subject to rules and regulations of the city electrical code: By signing this application I am stating I am in compligtlahe CjkyCtrical Code Si rc p A, rpCJLv1 .,L f I ' OuJ I—OC A too Q Ap icant's Signature t^4 t)dd /D 7 7 Q States License# o G Q i-L- 4 t4 P4X N(S Ua CrU CITY OF SANFORD FIRE DEPARTMENT 300 N. Park Ave. Sanford, FL 32771 407) 302-1091 FAX (407) 330-5677 Plans Review Sheet Date: September 7, 1999 Business Address: Plantation Lakes Cr. Occ. 18 Business Name: Plantation Lakes Apartments Ph. Contractor: Alert Security (Scott Craven) Ph. 644-8990 Reviewed [ ] Reviewed with comment [ X] Rejected [ ] Reviewed by: Bart Wright, Fire Protection Inspecto&I Comment: Fire alarm system for living units is required by LSC 101 ch. 18-3.4 Fire alarm contractor must provide a letter from the electrical engineer of record stating that the fire alarm "shop drawings" substantially comply with the engineered page of the construction drawings. Applicant also stipulates the May 9, 1999 conversation with SFD that: the dBA level is to be 70 at each sleeping area pillow (6-3.5); there is to be one FACP per building; at least one manual pull station on each level. The permit for the clubhouse is unacceptable as submitted. No fire alarm or sprinkler system is required by code for the club house (see plans review sheet 11/1/98), therefore; Applicant must: Provide horn/strobe notification per NFPA 72 ch. 6 and SFM U.F.S.R. 4A-48 throughout the facility. Manual pull stations per 5-9 of NFPA 72 (1993 edition). All control equipment (FACP) must have smoke detection NFPA 72 1-5.6. Any equipment located outside (wetlocation` by definition NEC) must be listed for that installation or protected according to mfg. specifications. Applicant, Scott Craven (per phone conversation 9/7/99), must provide 60 hours of battery stand-by for remote location installation (1-5.2.5), or install the system as local" system, or withdraw application and have parent U.L. listed company apply for permit (1-7.2; 4-3.2) 4 a Battery Calcu for Plantation Lakes Clubhouse REVISED 7-9-99 Device Quantity of Standby mA Alarm mA Total Device Total Device Description I Devices Per Device Per Device Standby mA Alarm mA 5820 Intelllknight Control 1 140 260 140 260 SLC Devices (391 Max.) 32 0.55 0.55 17.8 17.6 5815 SLC Expanders (2 Max.) 0 0 0 Q Q Total 5820 System Current 157.6 277.6 Auxilllary Devices (list all) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 Other LQ Q Auxllliary Device Totals 1 10 0 Notification Appliances (list all) 15CD HORN/STROBES 8 N/A 110 N/A 880 30CD HORN/STROBES 4 N/A 145 N/A 580 110CD HORNISTRPBES 1 N/A 259 N/A 259 0 N/A 0 N/A 0 0 N/A 0 NIA 0 Other Q NIA 0 N/A Q Notification Appliance Totals 13 N/A 1719 Summary Section Standby Mrs. Required 60 Alarm Sounding Minutes 5 Total System Standby mA 157.6 Total System Alarm mA 1996.6 Total System Standby AM 9.46 Total System Alarm AM 0.17 Min. AM Battery Required 9.62 Recommended AM Battery 11.55 NOTE; 1. Silent Knight contort panel located in clubhouse will provide monitoring for all property building control panels_ 2. 12V12AH Batteries will be installed evised for 60 Hr, of stand-by time. SK 5820 TO 39Vd SW31SAS 3aniVN9IS 9Z96vV91L0b T6=9T 666T/LG/60 Battery Calcu for Plantation lakes Clubhouse REVISED 7-9-99 Device Quantity of Standby mA I Alarm mA Total Device Total Device Description Devices Per Device I Per Device Standby mA I Alarm mA 5820 Intelllknight Control 1 140 260 140 260 SLC Devices (391 Max.) 32 0.55 0.55 17.6 17.6 5816 SLC Expanders (2 Max.) 0 0 0 Q Q Total 5820 System Current 157.6 277.6 o Auxilliary Device Total* i Notification Appliances (list all) 15CD HORN/STROBES 8 N/A 110 N/A 880 30CD HORN/STROBES 4 N/A 145 N/A 580 110CD HORN/STROBES 1 N/A 259 N/A 259 0 NIA 0 N/A 0 0 N/A 0 N/A 0 Other Q N/A 0 N/A Q Notification Appliance Totals 13 N/A 1719 Summary Section Standby Mrs. Required 60 Alarm Sounding Minutes 5 Total System Standby mA 157.6 Total System Alarm mA 1996.6 Total System Standby A/H 9.46 Total System Alarm A/H 0.17 Min. A/H Battery Required 9.62 Recommended A/H Battery 11.55 NOTE; Silent Knight contort panel located in clubhouse will provide monitoring for all property building control panels. 2. 12V12AH Batteries will be installed evised for 60 Hr, of stand-by time. SK 5820 TO 39Vd SW31SlS 3HnivNgis 9ZKVV9L©D T9 -9T GGGT/L49/60 Battery Calcu for Plantation Lakes Clubhouse REVISED 7-9-99 Device Quantity of Standby mA Alarm mA Total Device Total Device Description Devices I Per Device I Per Device I Standby mA Alarm mA 5820 Intelllknight Control 1 140 280 140 260 SLC Devices (381 Max.) 32 0.55 0.55 17.8 17.6 5815 SLC Expanders (2 Max.) 0 0 0 Q Q Total 5820 System Current 157.6 277.6 Auxilliary Devices (list all) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 Other Q Q Auxilllary Device Totals 1 0 0 Notification Appliances (list all) 15CD HORN/STROBES 8 N/A 110 N/A 880 30CD HORN/STROBES 4 N/A 145 N/A 580 110CD HORN/STRPBES 1 NIA 259 NIA 259 0 N/A 0 N/A 0 0 N/A 0 NIA 0 Other Q N/A 0 N/A Q Notiflcatlon Appliance Totals 13 N/A 1719 Summary Section Standby Mrs. Required 60 Alarm Bounding Minutes 5 Total System Standby mA 157.6 Total System Alarm mA 1996.6 Total System Standby A/H 9.46 Total System Alarm A/H 0.17 Min. A/H Battery Required 9.62 Recommended A/H Battery 11.55 NOTE; Silent Knight contort panel located in clubhouse will provide monitoring for all property building control panels. 2. 12V12AH Batteries will be installed evised for 60 Hr, of stand-by time. SK 5820 TO 39dd sN3is,5 3anivNois 9Z96CV9L©V t6=9I 666I/LCJ/6© XITNIAN DFIVELOVNIUAT CORPORATION January 19, 2000 City of Sanford Building Department 1303 South French Avenue Sanford, Florida 32771 Re: Plantation Lakes Apartments, Sanford, Florida Temporary Power to Building #5 (5100 Plantation Lakes Circle, Sanford, FL) To Whom it May Concern: Attached please find our check payable to the City of Sanford representing a "pre -power fee" for the above mentioned building. Also, please be advised that Plantation Lakes Ltd., as Owner, hereby agrees not to occupy and/or operate the above mentioned building until such time as a Certificate of Occupancy is issued by the City of Sanford. Should you have any questions, please do not hesitate to contact me. Sincerely, PLANTATION LAKES, LTD. By: Altman Development Corporation Its genet partner By. (__ // Jo R. Goodfellow, Vice p:pidks/city-occu pancy.doc sident Construction mum 2201 Corporate Bled. NAV., Suite 200, Boca Raton, Florida 3343] (1_)61) 997-8661 Fx% (S61) 997-8706 01/10/2000 14:16 4073304103 PLANTATION LAKES PAGE 02 P. 01 tN CX Phone (407) 365.Z036 SURVL'YING do AUPPING CORP. Pas (407) 368-1838 850 South Central Aventm, Oviedo, P'L 337Q64WO tr iaii: rburns*tte/•net P.O. Box E8I89E Oviedo, FL,l276B•l89? January 10, 2000 RECEIVED AN 1 0 2M oCC Constructors, Inc. PLANTATION LKS Attention: Roberto Leite 4820 County Road 46A Sanford EL 32771 Re- Plantation Lakes Formbowd survey -- Clubhouse Dear Roberto: This letter is to OWY that on May 10. 1999 this firm performed a field survey on the formboards for the Clubhouse. The constructed lbrm appears to be In subster>tial compliance to the 'Civii Design' plane dated 2.11-99 for the Ptantat'ron Lakes Apartments. The top of forms elevation is T2.32 and the proposed finished floor elevation is 72.25. The above finished floor elevation meet or exceed the requirements set forth in the City of Sanford building code, sec. 6-7(A). Sincerely, LAND -TECH SURVEYING & MAPPING CORP. P.R. (Rick) BUMS, P.S. & M. President PRBJdh jwfU 1F7\*1_ CORPORATION December 1, 1999 City of Sanford Building Department 1303 South French Avenue Sanford, Florida 32771 Re: Plantation Lakes Apartments, Sanford, Florida Temporary Power to the Clubhouse and Lift Station To Whom it May Concern: Attached please find our check payable to the City of Sanford in the amount of $120 representing a "pre -power fee" for the above mentioned building/structures (i.e., $60 each). Also, please be advised that Plantation Lakes Ltd., as Owner, hereby agrees not to occupy and/or operate the above mentioned building/structures until such time as a Certificate of Occupancy is issued by the City of Sanford. Should you have any questions, please do not hesitate to contact me. Sincerely, PLANTATION LAKES, LTD. By: Altman Development Corporation Its general partner By: 1(h2rt - Jo R. Goodfellow ice President Construction p:pltlks/city-occupancy.doc 2201 Corpor.itc Blvd. \.W., Suitc 200, Boc;i Raton, Horida 33-431 (61) 99-1 -8061 I'ax (;61) 997-8706 ffnalu Ai:rMA,\, Di:vi:i.oi,mit\r CORPORATION I• :ii JULL 91999 J July 28, 1999 Tony VanDerworp, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: ESTOPPEL LETTER Plantation Lakes Sze attached Memorandum dated 7-29-99 THIS ESTOPPEL LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. (see attached Memorandum dated 7-28-99) for the following work: (See attached Memorandum dated 7-28-99) Plantation Lakes Ltd., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. (see attached) has been made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. (see attached), the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for (see attached) until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the (see attached) for occupancy until all of the above - referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold this City and its officers, employees and agents harmless for any and all losses, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or issuance of Permit No. (see attached) that arise out of the fire protection system waivers given herein. The Owner also agrees to the following as additional conditions for Permit No. (see attached) that all bacteriological tests and other tests for fire protection system (related to the hydrants as specified on the attached Memorandum) will be obtained on or before 2201 Corporate Bled. N.W., Suite 200, Boca Raton, Florida 33431 (561) 997-8661 Fax (561) 997-8706 Tony VanDerworp, City Manager City of Sanford July 28, 1999 Page 2 August 20, 1999 and that access road to the project will be maintained in any condition necessary to provide access for emergency equipment. This Letter unless extended shall expire at 5:00 p.m. on August 20, 1999. The Owner upon twenty-four 24) hours' notice to the City may withdraw this Letter. The Owner hereby agrees to disclose the contents of this document to any and all of our successors -in - interest, contractors, subcontractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: [O ] PLANTATION LAKES LTD. y: A tman Development Corporation is ge a artner fgnature ' S' nature Print/Type FW1_0 Signature Fir r ) - (2.US u Print/Type Name STATE OF FLORIDA COUNTY OF,&FN4fN@1E- f 41 m e4ah John R. Goodfellow Print/Type Name Vice President Construction Title The foregoing instrument was acknowledged before me this 2$ fit' day of , 1999, by of Altman Development Cur oration , a corporation, on behalf of the corporation. He/She is ® personally known to me, A or who has produced n /a., as identification. Joellen Schafer My Commission CC769000 Prl t Name: Jo E. i LL ,-, SGn a o0 Expires September S, 2002 Notary Public, State of F 1 o n d Cy My Commission No.: CC- % My Commission Expires: 9 Y 0 Z Memo To: John Goodfellow From : Tzvi Milshtein CC: Bruce Francis Date: 7/28/99 Re: Plantation Lakes - Fire protection PLANTATION LAKES PAGE 0 Altman Development Post -It" brand tax transmittal memo 7671 IF, -+Pw•0 - / N Fire Hydrants at the north side of the property are located at the front of the clubhouse shown on civil drawings sheet #4) this fire hydrant will cover the following buildingsforfireprotection: Address Permit # Clubhouse - 1000 Plantation Lakes Circle 99-00000796 Garage D - 18500 Plantation Lakes Circle 99-00000790 Building 417 — 17100 Plantation Lakes Circle 99-00000760 Building # 18 — 18100 Plantation Lakes Circle 99-00000773 Mail Kiosk #2 — 16500 Plantation Lakes Circle 99-00000789 Guardhouse — 19600 Plantation Lakes Circle 99-00000791 Fire Hydrant in front of Building #3 (shown on civil drawings sheet #4 next to garage B) will cover the following buildings for fire protection: Building #1 — 1100 Plantation lakes Circle 99-00000748 Building #2 — 2100 Plantation Lakes Circle 99-00000768 Building #3 — 3100 Plantation Lakes Circle 99-00000756 Garage A — 1500 Plantation Lakes Circle 99-00000765 Garage B — 2700 Plantation Lakes Circle 99-00000774 Mail Kiosk # 1- 2600 Plantation Lakes Circle 99-00000769 Building #4 — 4100 Plantation Lakes Circle 99-00000749 Garage E — 4500 Plantation Lakes Circle 99-00000777 2E ___ __ 4073304103 SAGE.01 JUL 20 1999 17:35 FR ALTMAN DEVELOPMENT 551 997 e705 TO 14073305616 P.01/04 Facsimile Cover Sheet To: Tony VanDerworp, City Mgr. Company: City of Sanford Phone: 407 330-6602 Fax: 407 330-5616 From: John Goodfellow Company: ALTMAN DEVELOPMENT CORPORATION Phone: 551 997-8661 Fax: 561 997-8706 Date: 7-28-99 Pages including this cover page: 4 MESSAGE: RE; ELANTATION LAKES APARTMILMTS — SANFORD,, FL Find attaches! Estoppel letter as requested. 9' A V ? j JUL 2 8,19.E JUL 28 1999 17:36 FR ALTMAN DE0ELOPMENT 561 997 8706 TO 14073305616 P.02/04 n1:1'MAN DEVELOPMENT CORPORATION July 28, 1999 Tony VanDerworp, City Manager City of Sanford 300 North Park Avenue Sanford, FL 32771 RE: ESTOPPEL LETTER PIARtwa Lakas See attached Memorandum dated 7-28-99 TMS ESTOPPEL. LETTER is provided to the City of Sanford for reliance upon by the City of Sanford and as the basis for the issuance of Permit No. (see attached Memorandum dated 7-28-99) for the following work: (See attached Memorandum dated 7-28-99) Plantation Lakes Ltd., hereinafter referred to as the "Owner", recognizes that issuance of Permit No. (see attached) has been made with numerous limitations as more particularly set forth herein. The Owner recognizes that this approval does not exempt us from complying with any applicable building codes, land development regulations, Comprehensive Plan requirements, or exempt our site or building(s) from any applicable development regulations. By issuing Permit No. (see attached), the City does not guarantee approval of any other development orders or development permits. The Owner acknowledges and agrees that no Certificate of Occupancy will be issued by the City for (see attached) until all required land development approvals have been obtained and all required improvements have been installed, inspected and authorized for use by the City. The Owner hereby grants the City the right to deny use of the (see attached) for or,.cupancy until all of the above - referenced project is in compliance with all applicable development regulations. The Owner hereby agrees to indemnify and hold this City and its officers, employees and agents harmless for any and all losses, injuries and claims in any way relating, directly or indirectly, to the permitting or construction of the above -referenced project or issuance of Permit No_ (see attached) that arise out of the fire protection system waivers given herein_ The Owner also agrees to the following as additional conditions for Permit No. (see attached) that all bacteriological tests and other tests for fire protection system (related to the hydrants as specified on the attached Memorandum) v1riZl be obtained on or before 2201 Corporate Blvd. N.W., Suitt 200, Boca Raton, Nlorida 33431 (561) 997-8661 Fax (561) 997-8706 JUL 28 1999 17:36 FR ALTMAN DEVELOPMENT 561 997 8706 TO 14073305616 P.03•%04 Tony VanDerworp, City Manager City of Sanford July 28, 1999 Page 2 August 20, 1999 and that access road to the project will be maintained in any condition necessary to provide access for emergency equipment. This Letter unless extended shall expire at 5:00 p-m, on August 20, 1999. The Owner upon twenty-four 24) hours' notice to the City may withdraw this Letter. The Owner hereby agrees to disclose the contents of this document to any and all of our successors - in -interest, contractors, subcontractors and agents. The undersigned further warrants that he or she is authorized to bind the Owner and has been duly authorized to sign this document. WITNESSES: [0 ] PLANTATION LAKES LTD. y: A tman Development Corporation is ge a artner fSnature S' ature John R. Goodfellow Print/Type ante Print/Type Name Vice President Construction Title Signature e'l - j2ux N Pdnt/Type Name STATE OF FLORIDA COUNT' OF SEA401OW fair''+%r G'7 The foregoing instrument was acknowledged before me this 2$day of 2 999, by of Altman Develo raent Cor- oration_ a corporation, on behatfofthe corporation. H/'She is W personally known to me, or who as produced h Q.. as identification. w Joellen Sd atet 9*MY com +se;on cc7690W Pri t Name: o Expires 9epranear a, zooz Notary public, State of F1Q;rsd&,' My Commission No.: My Commission Expires: _ JUL 28 1999 17:36 FR ALTMAN DEVELOPMENT 561 997 8706 TO 14073305616 P.04%04 07112e/1999 15:26 4073304103 PLANTATION LAKES PAGE 01 Memo To: John Goodfellow From: Tavi Milshtein CC: Bruce Francis Date: 7/28199 Re: plantation Lakes - Fire protection Altman Development Pasblt"' brand fax transmittal memo 7671 • / Frew C6 epl, Phony N M4 # Far x Fire Hydrants at the north side of the property are located at the front of the clubhouse shown on civil drawings sheet #4) this fire hydrant will cover the following buildingsforfireprotection: Address Permit # Clubhouse - 1000 Plantation Lakes Circle 99-00000796GarageD - 18500 Plantation Lakes Circle 99-00000790Building # 17 — 17100 Plantation Lakes Circle 99-00000760Building #18 — 18100 Plantation Lakes Circle 99-00000773MailKiosk #2 — 16500 Plantation Lakes Circle 99-00000789Cruardhouse — 18600 Plantation Lakes Circle 99-00000791 Fire Hydrant in front of Buildin s #3 (shown on civil drawings sheet #4 next to garage 8) will cover the following buildings for fire protection: Building # 1— 1100 Plantation lakes Circle Building #2 — 2l 00 Plantation Lakes Circle Building #3 — 3100 PIantation Lakes Circle Garage A — 1500 Plantation Lakes Circle Garage B -- 2700 Plantation Lakes Circle Mail Kiosk #1- 2600 Plantation Lakes Circle Building #4 — 4100 Plantation Lakes Circle Garage E — 4500 Plantation Lakes Circle 99-00000748 99-00000768 99-00000756 99-00000765 99-00000774 99-00000769 99-00000749 99-00000777 TOTAL PAGE.04 ** MEMORANDUM Date: 7/16/99 To: J.T. Hickson, Fire Chief Cc: R.M. Neel, Deputy Fire Chief Tony VanDerworp, City Manager From: Mike McGibeny, Fire Marshal RE: Plantation Lakes - "Hold Harmless Agreement' As a follow-up to my 7/14/99 memo concerning the issue of Fire Department requirements for the Plantation Lakes project, I have obtained several "Hold Harmless Agreements" (HHA) which have previously been accepted by the City of Sanford for other projects (see attached). Also, Mike Crumpton gave me a copy of a draft HHA which he created (see attached). I strongly recommend that the City Attorney for applicability/ legality to our Fire Department issues review these documents. Thus, this could be an option not only for Plantation Lakes, but future development as well (Monterey Oaks, Logan Heights, etc.). This should be done as expeditiously as possible, given the existing situation at Plantation Lakes. If further information is needed, please do not hesitate to contact me. mdm/mdm 7/16/99 o Sanford, Fj0C; y P.O. Box 1788.32772-1788 rld d Telephone (407) 330-5673 Fax (407) 330-5679 Department of Engineering, Planning and Zoning April 7, 1999 David A. Canfield, Jr. Associate Development Officer Altman Development Corporation 2201 Corporate Blvd. N.W. Suite 200 Boca Raton, Florida 33431 Re: Plantation Lakes Apartments - Signage Variance Tax Parcel Number: 32-19-30-300-0110-0000 Dear Mr. Canfield: The Public Hearing scheduled for the Planning and Zoning Commission meeting of April 15, 1999 to consider the request for a Dimensional Variance for signage for Plantation Lakes Apartments has been canceled. Upon further review of the information submitted for the dimensiona; variance request, the proposed signage for the Plantation.Lakes Apartments project complies with the city's land development regulations. Specifically, staff has determined the request is consistent with and in accordance to the approved Twin Lakes Planned Development since the proposed sign area is part of the project's entrance wall feature which is shown on the approved Twin Lakes Planned Development master plan. Permitting for the entrance wall and sign can proceed by submitting to the city's building department the appropriate applications and engineered construction plans. If this office can be of further assistance, please do not hesitate to call. Sincerely yours, CITY OF SANFORD Russ L. Gibson, AICP, Land Development Coordinator Department of Engineering and Planning cc: Planning and Zoning Commission Sanford Building Department The Friendly City" 02/11/99 15:43 09198336413 CLINE DAVIS 0 002/009 February 11, 1999 Mr. Dan Florian City of Sanford Department of Community Development P.O. Box 1788 Sanford, FL 32772-1788 RE: Plantation Lakes Apartments Exit Stair Separation Issue Dear Mr. Florian: 1. The National Life Safety Code, Section 5-5.1.4, Exception No. 1, offers specific relief to the stairway distance separation requirement of the Standard Building Code (SBC), Section 1006.2.2. This exception states that when a building is pwected throu_ out by an approved, supervised automatic sprinkler system. the minimum=aration distance between exits may be reduced to one-third of the maximum diagonal dimension of area served. The separation of exit stairs provided in the Plantation Lakes buildings meets this criterion. 2. Except for the distance separation requirement of SBC 1006.2.2, the Plantation Lakes Apartments exterior exit stairs conform to the SBC in all respects: A. Per Table 500, all apartment buildings are designed as Type VI - 1 Hour Protected Sprinklered construction. B. Per 903.7.6, all apartment buildings are sprinklered throughout in accordance with the requirements of NFPA 13R. This includes sprinklering of the breezeway areas for the purpose of life -safety protection of the exit route. C. Per 1006.2.4, breezeways and exterior exit stairs are separated by at least 1-hour construction with self -closing opening protectives from the interior of apartment units. D. Per Table 1004, Travel Distance from any apartment unit door to a point of safety 10'-0" outside the building is well below the 250'-0" maximum required. In fact, the worst case travel distance, in Building Type V, from a 3rd floor apartment unit door, exiting via the most distant exit stairway, is 119'-011 3. It is our opinion that the distance separation requirement of SBC 1006.2.2 is intended to prevent placement of exterior exit stairways so as to create dead-end conditions in open balcony configurations, such as are typically found in motel plans We believe this is clearly shown in the diagrams 1006.2.2A and B of the Standard Building Code Commentary, a copy of which is attached. In the configuration used at Plantation Lakes, it is virtually impossible to create a 414 W. !ONES STkFF.T . RALEIGH, NC 27603 te1 919-A33-6413 fax 919.836.1280 02/11/99 15:43 '09198336413 CLINE DAVIS Q 003/009 Mr.Dan Florian City of Sanford February 11, 1999 Page Two dead-end situation regardless of the separation distance between stairs - a resident would always have access to at least one exit stairway no matter where a fire was located. 4. Per the Standard Building Code Section 103.E "Alternate Materials and Methods," the Building Official is empowered to approve alternate methods if the alternate is shown to be an equivalent to the requirements of the Standard Building Code. It is the opinion of Cline Davis Architects that based on items1 and 3 above, as well as the greatly reduced travel distance to exit the building indicated in item 2D above, that grounds exist for acceptance of National Life Safety Code 5-5.1.4 as an alternative method equivalent to the requirements of Standard Building Code 1006.2.2. Copies of all code sections referenced here are attached. Please give me a call if you have any questions or need fiuther information. Sincerely, Cline Davis Architects PA Florida License No. AA-0002571 a4v- NurneyBond McCain y Project Architect 02/11/99 15:43 V9198336413 CLINE DAVIS 121004/009 zp t We Vzf= 1*0104 rK ICJ 17::r 1.7G1=Ord W 138 Chapter 5 • Means of egress ocrofAN yYciicC3ty'of cebuildiiag;Aninsert- 71icewas set off som. where rearthe lobby re-., in are:aytiof 15people ortheflooi at the time It to die stiiriodt; bits t ie atber l4vme.lrapped usetied itere liigh1eis.Xhhie ofthe l4 8gedu reproduieed. #pm: a', eiiiieioin'of c"ore-type buildi ig l' assigns iii tli L-NMA Ise rd viral-s* It. illustrates how, r with a littlef'thought`and'Wgirtation and little, if y, -a:,added expense,'•a poor design can`be greatly unproved. Also see the discussion 'under Figure S•$e An example of poor ptanning and good p/annlnQ Ofatlts in i Core-lyfte Muldtonant bu/ ift. to the upper plan Waw; the not stales are not as ,smote from wdt other as practkaW& Thor are both located on the same end of the Corp, a detriment when lettartts. C&Ymnt and future. ANY oil their own pertitlon ar. rertyernonts tb Solt drab nOWS. 9y re111ovlrt9 the elevator lobby ho+tt the Gore. as shown In the lower plan. and awftV a coridor around tl M sides of the pore. ore designer ciin ens" that tamner wld have access to two remote etdcs. nix soAxon s1sa assists in pmWding two ways our of each tenant space. S•S.1.48 Where two exits or exit access doors are required. they shall be placed at a distance from one another equal to and at least one half the length of the maximum overall diagonal dimension of the building or area to be served. measured in a straight line between the neamitt edge of the exit doors or exit access doors. Where exit enclosures are provided as the required exits and are interconnected be a corridor conforming to the requirements of 5-1.3.1. exit separation shall be permitted to be measured along the line of travel within the corridor. Where more than two exiut or exit access doors are requited. at least two of the required exits or snit access doors shall be arranged to comply with the above. The other exits or exit access doors shall be located so that if one becomes blocked, the others shall be available. Exception No. 1: In buildings protected throughout br an approved. supervised aulohwhe sprinkler system installed in accordance with Section 7-7. the minimum separarion distance ben+ -ten two exits or exit access doors measured in accordance w-ith 5-11.4 shall be at least one third the length of the maximum overall diagonal dimension of the building G area te, he srrved. Exception %*oj.:; In erisring buildings. M-here. mare thap, one et'it or exit access door is required, such exits or e.rii access drorrs shall he permitted to he reptntrlv located in accordance 4-ith S•5.1.3. Since 1988 the Code has contained a remoteness for- mula refereed to as the one-half diagonal rule. This rule is stated in full in the first paragraph of S-5.1.4. Figures A-S-3.1.4(a) through (a) detail the application of the rule. The Code uses the one-half diagonal rule to quantify remoteness; to make certain that exits are sufficiently remote to ensure with reasonable cer- tainty that multiple eadts will not be obstructed by the same fire inddent.'11c eudt separation is permitted to be reduced to one third the ma)dmum overall diago- nal measurement in sully sprinklered buildings, be- cause the sprinkler system is expected to control the fire so that use of multiple exits will not be lost. Although existing buildings are exempt from the diagonal rule, they still must meet remoteness via the performance requirement of 5-5.13. Figure 5-67 illustrates the provision of 5-5-1.4, which perzrdts the distance between exit enclosures to be measured along a minimum 1-hour fire resist- ance -rated corridor with appropriate fire protec- tion -rated doors. See 5.23.1. Although the exit enclosures are physically closer to each other than the dimension measured along the corridor, the exits will behave under fire conditions as if they were the corridor -length apart. oo- L,te Sptrvn: Coy: ! 4%(j%1 4s,'A 02/11/99 15:44 $9198336413 CLINE DAVIS [moos/009 building official shall have recourse to every remedy pro- vided by law to secure entry. 103.2.2 When the building official shall have first obtained a proper inspection warrant or other remedy pro- vided by law to secure entry, no owner or occupant or any other persons having charge, care or control of any build- ing, structure, or premises shall fail or neglect, after prop- er request is made as herein provided, to promptly permit entry therein by the building official for the purpose of inspection and examination pursuant to this code. 103.3 Stop work orders. Upon notice from the building offi- cial, work on any building, structure, electrical, gas, mechan- ical or plumbing system that is being done contrary to the provisions of this code or in a dangerous or unsafe manner, shall immediately cease. Such notice shall be in writing and shall be given to the owner of the property, or to his agent, or to the person doing the work, and shall state the conditions under which work may be resumed. Where an emergency exists, the building official shall not be required to give a written notice prior to stopping the work. 103.4 Revocation of permits 103.4.1 Misrepresentation of application. The building official may revoke a permit or approval, issued under the provisions of this code, in case there has been any false statement or misrepresentation as to the material fact in Elie application or plans on which the permit or approval was based. 10.1.4.2 Violation of code provisions. The building offi- cial may revoke a permit upon determination by the build- ing official that the construction, erection, alteration. repair, moving, demolition, installation, or replacement of the building, structure. electrical, gas, mechanical or plumbing systems for which the permit was issued is in violation of, or not in conformity with. the provisions of this code. 1035 Unsafe buildings or systems. All buildings, struc- tures, electrical, gas, mechanical or plumbing systems which are unsafe, unsanitary. or do not provide adequate egress, or which constitute a fire hazard, or are otherwise dangerous to human life, or which in relation to existing use, constitute a hazard to safety or health, are considered unsafe buildings or service systems. All such unsafe buildings, structures or ser- vice systems are hereby declared illegal and shall be abated by repair and rehabilitation or by demolition in accordance with the provisions of the Standard Unsafe Building Abatement Code. 103.6 Requirements not covered by code. Any require- ments necessary for the strength, stability or proper operation of an existing or proposed building, structure, electrical, gas. mechanical or plumbing system, or for the public safety, health and general welfare, not specifically covered by this or the other technical codes, shall be determined by the building official. 103.7 Alternate materials and methods. The provisions of the technical codes are not intended to prevent the use of any material or method of construction not specifically prc- scribed by them, provided any such alternate has been reviewed by the building official. The building official shall approve any such alternate, provided the building official finds that the alternate for the purpose intended is at least the equivalent of that prescribed in the technical codes, in quali- ty, strength, effectiveness, fire resistance, durability and safe- ty, The building official shall require that sufficient evidence or proof be submittod to substantiate any claim made regard- ing the alternate. SECTION 104 PERMITS 104.1 Permit application 104.1.1 When required. Any owner, authorized agent, or contractor who desires to construct, enlarge, alter, repair, move, demolish, or change the occupancy of a building or structure, or to erect, install. enlarge, alter, repair, remove, convert or replace any electrical, gas, mechanical or plumbing system, the installation of which is regulated by the technical codes, or to cause any such work to be done, shall first make application to the building official and obtain the required permit for the work. Exception: permits shall not be required for the fol- lowing mechanical work: 1. any portable heating appliance; 2. any portable ventilation equipment; 3. any portable cooling unit; 4, any steam, hot or chilled water piping within any heating or cooling equipment regulated by this code; 5. replacement of any part which does not alter its approval or make it unsafe; 6. any portable evaporative cooler; 7. any self-contained refrigeration system contain- ing 10 lb (4.54 kg) or less of refrigerant and actu- ated by motors of 1, horsepower (746 W) or less. 104.1 2 Temporary structures. A special building permit for a limited time shall be obtained before the erection of tatnporary structures such as construction sheds. seats, canopies, tents and fences used in construction work or for temporary purposes such as reviewing stands. Such struc- tures shall be completely removed upon the expiration of the time limit stated in the permit. 104.1..3 Work authorized. A building, electrical, gas, mechanical or plumbing permit shall carry with it the right to construct or install the work, provided the same are shown on the drawings and set forth in the specifications filed with the application for the permit. Where these arc not shown on the drawings and covered by the specifica- tions submitted with the application, separate permits shall be required. STANDARD BUILDING COD E9 1997 02/11/99 15:45 V9198336413 CLINE DAVIS 0 006/009 TABLE SIX (eontinusd) TABLE 500 teonunueq ALLOWABLE HEIGHTS AND BUILDING AREAS Lower case lattom in table rotor to Notes following table. Height for types of construction Is limited to the number of stories and height In foot shown. Allowable building area (determined by definition of "Area, Building") Is shown In thousands of square feet per floor. TYPE CONSTRUCTION 1 It III IV 144OUR IV UNPROT. V 1-HOUR V UNPROT, IVI 1-HOUR IVI UNPROT. Maximum Height In Feat: NL so. 65' i5' 6tl' 6S' 35, SO' 40. OCCUPANCY uns spr uns spr uns spr uns spr uns apt uns spr uns spr uns spr une apt j h j h I h I h j h j h j h j h I 1 1NSTTTUTIONAL- RESTRAINED b i Max, No, of stories NL NL NL NL 0 2 2 3 0 2 0 3 0 2 0 3 0 2 Aran: Multistory UA UA UA UA 2AA 15.0 30.0 20.0 21.0 14.0 15.0 10.0 One Story only VA UA UA UA 36.0 15.0 43.0 30.0 31.3 21.0 22.3 15.0 1 IN57TTiJf1ONAlr UNRESTRAINED b Max. No. of Stories 0 NL 0 NL 0 2 0 3 0 1 0 1 0 0 0 1 0 0 Area. Multistory VA VA 24.0 30.0 One Story only UA VA 16.0 45.0 30:0 314 22.5 M MERCANTII,.E 0 f f t f f f f f r Max. No. of Stories NL NL NL NL 5 5 5 5 2 5 5 5 2 5 2 2 2 2 Area: Multistory 13.0 UA 13.0 VA 13.5 27.0 13.5 27.0 9,0 18.0 13.3 27.0 9.0 18.0 9.0 18.0 60 12.0 Ong Swry only 15.0 UA 15.0 UA 13.5 40.3 13.3 401 9.0 27.0 13.5 40.5 9.0 27.0 9.0 27.0 6.0 18.0 R RESIDENTTAL 0A Mar. No. of Stories NL NL NL NL 3 3 5 5 2 5 5 3 2 5 3 3 2 2 Aran; Multistory UA UA UA UA 18.0 36.0 18.0 36.0 t2,0 24.0 16.0 36.0 12.0 24.0 105 21.0 7.0 14.0 One Story only UA UA UA UA I8A $4.0 18,0 $4.0 12.0 36.0 1&0 54.0 12.0 36.0 10.5 31.3 7.0 21.0 S STORAGE a,be.g Mac No. of Stories NL NL 6 6 2 6 2 4 2 4 2 4 2 4 1 1 1 1 Ana: Multistory UA UA 30.0 60.0 24.0 48.0 24.0 48,0 16.0 32.0 24.0 48.0 16.0 32.0 One Story only UA UA 30.0 90.0 24.0 72.0 24.0 72.0 16.0 48,0 24.0 72.0 16.0 4$.0 9.0 27.0 6.0 18.0 For SI: I ft = 0.305 m. 1 sq ft = 0.0929 m2. NL = No Limit UA s Unlimited Area Notes. a. For height modifications and limitations by occupancy, sec: I. Mezzanines.................................................... .......................................503.2.3 2. Basements...................................................... ........................................503.2.4 3. Assembly Basements ...... ................................................................................. 503.2.5 4. Business .............................................................................................503.2.6 5. Educational Basements.....................................................................................503.2.5 6. Mercandle...............................................................................................503.2.6 7. Residential ............................................... 103.22, 503.2.6 b. For area modifications and limitations by occupancy see: 1. Area increase for separation (All occupancies except H)............................................................ 503.3.2 2. Assembly.................................................................. . .. SU3,4,3, 503.4.4 ,503.4.5. 503.4.6. 503.4.8 3. Business............................................................................. ............503.4.1.503.4.9 4. Educational . .... ............................................................................. 503.4.2, 503.4.7 5. Factory -industrial ....................................................................... .. 503.4.1. 503.4.8 6. Mercantile ...................... ..... . ........ ........................................ . . 503.4.1. 503.4.8, 503.4.90 7. Storage . .. ..... .. . , ... .. .... . .. ................................... 503.4.1. 503.4.8. $03.4.11 e. Modifications in height and area shall not be permitted in Group H occupancies. J. Sea 903.7.5 and 903.7.6 lot height limitations of unspriaklered R I and R2 occupancies. Height and area increases in $03 are not pannined for NFPA 13D and NFPA 13R sprinkler systems installed in accordance with 903.7,7 or as an option in 903.7.6. e. See 411.3.1 for allowable height and floor area of Open Automobile Parking Structures, f. Total area for unsprinklered Group M occupancies after increase pentdtted by 503.3 shall not exceed 13.000 sq R. S. Height in feet not applicable to Group S and Group F occupancies. h, When all portions of buildings are sprinklered in accordance with the standards listed in 903.2. the height of buildings listed under this column may be increased one story. A general are& increase provided for in 503.3 2 may be applied before using footnote h, i. Automatic sprinkler protection required throughout all buildings where Use Condition 5 is used. See 409.2.3. and 1024.2.2. j. When all portions of buildings are sprinklered in accordance with the standards listed In 903.2. the allowable heights and areas of buildings shall be as listed under this column, 142 STANDARD BUILDING CODE COMMENTARYO 1997 02/11/99 15:45 V9198336413 CLINE DAVIS IZ O07/009 903.7.2.3.904.2.1 903.7.13 Buildings or portions thereof used for the specific purpose of sound stages for motion picture or television productions and greater than 1,000 sq ft (93 m2) shall be protected with an approved automatic sprinkler system. 903.7.3 high -Piled combustible stock. An approved automatic sprinkler system shall be provided throughout buildings required to have sprinkler protection by Chapter 36 of the Standard Fire Prevention Code. Exception: Automatic sprinkler systems may be pro- vided only in the storage area of the building when the storage is separated from the remainder of the building by a minimum 2-hour fire resistant separation. 903.7.4 Hazardous production material (HPM) facility. An approved automatic sprinkler system shall be provid- ed throughout buildings containing Group H (HPM) facil- ities as defined In 408, shall be designed in accordance with NFPA 13 and not less than that required for the spe- cial fire hazard areas shown in Table 903.7.4. TABLE 903.7.4 HAZARDOUS PRODUCTION MATERIAL FACILITIES SPECIAL FIRE HAZARD AREA REQUIREMENTS LOCATION NFPA HAZARD GROUP s Fabrication Areas Ordinary Hazard Group 2 HPM Service Corridors Ordinary Hazard Group 2 HPM Separate Inside Storage Rooms without Dispensing Ordinary Hazard Group 2 HPM Separate Inside Storage Rooms with Dispensing atrs Hazard Group 2 Exit Access Corridors Ordinary Hazard Group 2 a 903.7.5 Group Rl - Residential Occupancy. An approved automatic sprinkler system shall be provided throughout Group R1 occupancies three or more stories in height. Exception: An automatic sprinkler system shall not be required when exterior exitway stairs complying with 1006.2 are provided for the guest rooms. 903.7.6 Group R2 - Residential Occupancy. An approved automatic sprinkler system shall be provided throughout Group R2 occupancies three or more stories in height. Exceptions: 1. Three-story buildings which are not required to have an automatic sprinkler system by other pro- visions of the code and provided with exterior exitway stairs complying with 1006.2. 2. An automatic sprinkler system complying with NFPA 13R shall be permitted for buildings not exceeding four stories in height provided the automatic sprinkler system shall not be consid- ered as an alternate to other requirements of the code. See 903.2. 903.7.7 Group R4 — Residential Care/Assisted Living Occupancies. An approved automatic sprinkler system shall be provided throughout all Group R4 occupancies in accordance with NFPA 13. Group R4 occupancies shall be protected with quick -response or residential sprinklers. Exception: In Group R4 Small Occupancies an auto- matic sprinkler system installed in accordance with NFPA 13D or NFPA 13R in accordance with their scopes, shall be permitted provided the automatic sprinkler system shall not be considered an alternate to other requirements of the code. 903.8 Supervision 903.8.1 Where an automatic sprinkler system is provided either as a requirement or as an alternate to another requirement of this code, the system shall be supervised by an approved central, proprietary, auxiliary, or'remote - station system in accordance with N1RA 72. Exception: Supervisory facilities in accordance with 903.8 shall not be required for extinguishing systems in one and two family dwellings. 903.9.2 in HPM Facilities, as defined in 408, all valves shall be provided with supervisory tamper switches. In addition to the requirements of 903.8.1, the closing of a valve shall activate an audible and visual signal at the emergency control station. 903.8.3 When a building fire alarm system is provided, actuation of the sprinkler system shall cause the building alarm to sound. SECTION 904 STANDPIPES 904.1 Approval 904.1.1 Unless otherwise provided herein, standpipe sys- tem design, installation and testing requirements shall comply with NFPA 14. 904.1.2 The complete layout of the standpipe and hose system shall be submitted to the building official before installation. 904.2 Where required 904.2.1 Standpipes shall be provided in all buildings in which the highest floor is greater than 30 ft (9144 mm) above the lowest level of fire department vehicle access. Exception: Standpipes are not required in Group R3 buildings. 136 STANDARD 13UILDING CODEo 1997 02/11/99 15:46 *09198336413 CLINE DAVIS Q 008/009 located for purposes of determining the egress requirements of such story or room. 4. The mezzanine is not occupied for sleeping purpos- es, unless there are exterior windows accessible to the mezzanine and located not more than two stories above grade. SECTION 1006 STAIRWAY PROTECTION 1006.1 Enclosed stairways 1006.1.1 Exit stairways between floors shall be enclosed in or separated by fire resistant construction In accordance with 705.2 and Table 705.1.2. Exceptions: 1. Stairways serving and contained within a dwelling, dwelling unit, or hotel suite. 2. Exterior stairways conforming to 1006.2. 3. In open automobile parking garages when the stair is on an open side. as defined in 411.3.2. 4. In open parking garages. having all sides open. 1006.1.2 Except in one and two family dwellings, base- ment stairways located under stairways from upper stories shall be completely enclosed by construction providing fire resistance not less than required for the stair enclosure above the basement but in no case less than 1-hour fire resistance. 1006.1.3 A stairway enclosure shall not be used for any purpose other than means of egress. Openings in exit enclosures other than unexposed exterior openings shall be limited to those necessary for exit access to the enclo- sure from normally occupiable or habitable rooms and for egress from the enclosure. 1006.13.1 penetrations into and openings through a stairway enclosure assembly are prohibited except for required exit doors, ductwork and equipment necessary for independent stair pressurization, sprinkler piping, standpipes. and electrical conduit serving the stairway and terminating at a steel box not exceeding 16 sq in 0.010 m2). Such penetrations shall be protected in accordance with 705.4. There shall be no penetrations or communicating openings, whether protected or not, between adjacent stair enclosures. 1006.1.3.2 Exterior walls of an enclosed stairway shall comply with the requirements of Table 600 for exterior walls. Where nonrated walls or unprotected openings are used to enclose the exterior of the stairway, the building enclosure walls within 10 ft (3048 mm) hori- zontally of the nonrated wall or unprotected opening shall be constructed as required for stairway enclo- sures, including opening protectives. but need not exceed 1-hour fire resistance with 3/4-hour opening protective. This construction shall extend vertically from the ground to a point 10 ft (3048 mm) above the 1006 - 1006.2A topmost landing of the stairway or to the roof line, whichever is lower. 1006.1A The space under a stairway may be used if it is separated from the stairway by fire resistant construction as required by 1006.1. Exception: Separation is not required from those stair- ways exempted from enclosure in 1006.1.1. 1006.2 Exterior exitway stairs 1006.2.1 Exterior stairways conforming to the require- ments for interior stairways in all respects, except as to enclosures and except as herein specifically modified, may be accepted as an element of a required means of egress in buildings not exceeding six stories or 75 ft (22.9 m) in height for other than Group E and I Unrestrained buildings. 1006.12 Exterior stairways shall be permitted where at least one door from each tenant'opens onto a roofed -over open porch or balcony served by at least two stairways so located as to provide a choice of independent, unobstruct- ed means of egress directly to the ground, excepi a single stairway shall be allowed when a single exit is permitted by 1020, 1025, 1026, and 1027. Such porches and stair- ways shall comply with the requirements for interior exit - way stairways as specified in 1007 and 1014. Porches and balconies shall be not less than 4 1/2 ft (1372 mm) wide. The stairways shall be located so that the entrances and all portions of the stairways on each level are a distance apart equal to not less than one half of the length of the maxi- mum overall diagonal dimension of the building or area to he served measured in a straight line between such stair- ways. The maximum travel distance from any tenant space to the nearest stairway shall be as specified In Table 1004. Porches and stairways shall be located at least 10 ft 3048 mm) from adjacent property lines and from other buildings on the same lot, unless openings in such build- ings are protected by 3/4-hour fire resistant doors or win- dows. 1006.2.3 Handrails and guardrails shall be as specified in 1007.5 and 101.5 respectively. 1006.2.4 Exterior stairs shall be separated from the interi- or of the building by walls with a fire resistance rating of not less than 1 hour, with fixed or self -closing opening protectives as required for enclosed stairs. This protection shall extend vertically from the ground to a point 10 ft 3048 mm) above the topmost landing or the roof line, whichever is lower, and horizontally 10 ft (3048 mm) from each side of the stairway. Openings within the 10 ft 3048 mm) horizontal extension of the protected walls beyond the stairway shall be equipped with fixed 3/4-hour assemblies. Exceptions: 1. Exterior stairways may be unprotected when serving an exterior exit access balcony which has STANDARD BUILDING COM 1997 149 02/11/99 15:47 FIGURE 1006.2.2A - 1006.2.4 V9198336413 CLINE DAVIS 0 009/009 j GUARDRAIL AS REQUIRED BY 1013 e NO FIRE RATING REQUIRED FOR BALCONY WALL 1009.ZA EXCEPTION t 10 FT MINIMUM SEPARATION FROM PROPS LINE OR BUILDING IN SAME LOT 10 FT MINIMUM SEPARATION FROM PROPGRTY INS OR BUILDING IN SAME LOT NONRATED WALL WITH UNPROTECTED OPENINGS OPENINGS 1 PER /0a; re GUARDRAIL ASS REQUIRED BY lots FIGURE 1006.2.2A EXTERIOR EXITWAY STAIRS ASre;73LL.Y,, SEPARATION FIGURE 10062.28 EXTERIOR STAIR REMOTENESS 1006.2.3 Handrails and guardrails shall be as specified in 1007.5 and 1015 respectively. 1006.2.4 Exterior stairs shall be separated frqm the interi- or of the building by walls with a fire resistance rating of not less than 1 hour, with fixed or self -closing opening protectives as required for enclosed stairs. This protection shall extend vertically from the ground to a point 10 ft 3048 mm) above the topmost landing or the roof line, whichever is lower, and horizontally 10 ft (3048 mm) from each side of the stairway. Openings within the 10 ft 3048 mm) horizontal extension of the protected walls beyond the stairway shall be equipped with fixed 3/4-hour assemblies. Exceptions: 1. Exterior stairways may be unprotected when serving an exterior exit access balcony which has two exterior stairways, remotely located as required in 1006.2.2. 2. Such protection is not required in two-story buildings where there is a second exit remotely located as required in 1006.2.2. As noted previously, this section is intended to pro- tect the exterior stair and related exterior balcony from interior fire exposure. In analyzing this section, it is useful to consider the exceptions first. Exception 1 describes the situation outlined in 1006.2.2. where two remotely located exterior stairs are served by an exterior exit access balcony. Since the building occupant using the exte- rior balcony is assumed to be aware of the fire and has a choice of exits to avoid the fire, the code does not require that either the exterior stair or the bal- cony be protected from interior fire exposure. Both examples shown in Figure 1006.2.2A are covered by this exception. However, when the exterior balcony has portions that allow only one direction of egress travel, as shown in Figure 1006.2.4A, portions of the balcony may require protection consisting of 1-hour rated walls with opening protectives. This eliminates situations where an occupant would be required to pass an unprotected opening. Of course, a single exterior stair and balcony system designed to con- form with 1004.2.2 and 1018 would not comply with either exception, and interior fire exposure protec- tion is required. 292 STANDARD BUILDING CODE COMMENTARY° 1997 June 3, 1999 Mr. Dan Florian City of Sanford Department of Community Development P.O. Box 1788 Sanford, FL 32772-1788 RE: Request for Code Interpretation Plantation Lakes Apartments Dear Mr. Florian: A situation has come up in the field involving bathtubs adjacent to 1-hour fire rated walls, which we would like an interpretation from you on. The City of Sanford Field Inspector has instructed the Contractor to provide an unbroken layer of 5/8" Type X gypsum wall board behind bathtubs at all 1-hour fire rated walls. As you know, a standard fiberglass bathtub has a nailing flange which is designed to go direct to the studs, and the gypsum wall board or other substrate for tile laps over this flange. In the case of I -hour rated fire walls, common practice throughout the Southeast is to pre -rock with Type X wallboard below the bathtub unit, install the tub direct to stud, and install the remaining Type X wallboard above the tub at a later date, after rough -ins and insulation is complete. In situations where tubs in two adjacent units are back to back, party wall insulation must be installed during rough framing, because there is no way to get back to this area once wallboard is installed. If this insulation gets wet from rain, prior to the building being dried -in, there is no good way to replace it. I have attached a copy of our detail for your review, which we believe provides the required protection. We appreciate your consideration in this matter. Please let me know if you have any additional questions. Sincerely, G6A r Nurney Bond McCamy Project Architect cc: Tsvi Milshtein - Altman Development 414 W. 1O\ES STRVFT RAI,I;IGH, NC _'7At13 rl 9l4 b'.t.>-hil t /ns 9/9-,S.tG-!_'J'il 0 l CLINE DAVIS AItC111'rRCTS P.1 CERAMIC TILE SURROUND ON MOISTURE RESISTANT GWB 1—HOUR RATED WALLS: PROVIDE 5/8" TYPE X MOISTURE RESISTANT GWB ABOVE AND BELOW TUB FLANGE F#%V wkV. STUD WALL CONTINUOUS SEALANT ® TILE TO TUB JOINT 2x4 BLOCKING A TUB PROVIDE CEMENTITIOUS DECKING BELOW TUB- SEE PLAN a T TAI TUB & SHOWER PAN DETAIL SCALE: 1-1 /2"= 1'-0" Bulletin Drawing No. Date 6j/-j1L(11 Scale Revisio11S 414 W. Jones Street 0 12AIP.,V WA..,, IN Post -it® Fax Note 7671 Dace !1 pages p. To L I From 2 - Co./Dept.?t t` sk Co. /` C#. Phone # Phone Fax # Fax # Raleigh, IPLOT"v" 919/833-6413 12919/836-1280 FAXFAX 414 W. )ONES S'fREE'1' RALEIGH, NC 27603 oppa$t 7141 6090 s 00. 330 JuN607099 4 4 S S MAILED FROM RALEIGH NC 27603 Mr. Dan Florian City of Sanford Department of Community Development P.O. Box 1788 Sanford, FL 32772-1788 t e e IIIIIIIIIIII IIIIIIII IIIII IIII IIIIIIIIIIIII IIIIIIIIIIIIII 06'04,99 14::4 V9198336413 CLINE DAVIS June 3, 1999 Mr. Dan Florian City of Sanford Department of Community Development P O. Box 1788 Sanford, FL 32772-1788 R1E: Request for Code Interpretation Plantation Lakes Apartments Dear Mr. Florian: A situation has come up in the field involving bathtubs adjacent to 1-hour fire rated walls, which we would like an interpretation from you on. The City of Sanford Field Inspector has instructed the Contractor to provide an unbroken layer of 5/8" Type X gypsum wall board behind bathtubs at all 1-hour fine rated walls. As you know, a standard fiberglass bathtub has a nailing flange which is designed to go direct to the studs, and the gypsum wall board or other substrate for tile laps over this flange. In the case of l-hour rated fire walls, common practice throughout the Southeast is to pre -rock with Type X wallboard below the bathtub unit, install the tub direct to stud, and install the remaining Type X wallboard above the tub at a later date, after rough -ins and insulation is complete. In situations where tubs in two adjacent units are back to back, party wall insulation must be installed during rough framing, because there is no way to get back to this area once wallboard is installed. If this insulation gets wet from rain, prior to the building being dried -in, there is no good way to replace it. I have attached a copy of our detail for your review, which we believe provides the required protection. We appreciate your consideration in this matter. Please let me know if you have any additional questions. Sincerely, V?a Nurney (fond McCamy Project Architect cc: Tsvi Milshtein - Altman Development 4 %V 1ONf. , I RLLT kA1,%I( lJJ NC 77n11.1 f" 919.,9?3.6411 ju> 9i9_1J6-I''l" x 2 K-3 fN 1 06/04/99 14:24 09198336413 CLINE DAVIS Q 001/002 s6 i) 997-E-to 4i r 0Zf-3 June 3, 1999 Mr. Dan FIorian City of Sanford Department of Community Development P.O. Box I788 Sanford, FL 32772-1788 RE: Request for Code Interpretation Plantation Lakes Apartments Dear Mr. Florian: A situation has come up in the field involving bathtubs adjacent to 1-hour fire rated walls, which we would like an interpretation from you on. The City of Sanford Field Inspector has instructed the Contractor to provide an unbroken layer of 518" Type X gypsum wall board behind bathtubs at all 1-hour fine rated walls. As you know, a standard fiberglass bathtub has a nailing flange which is designed to go direct to the studs, and the gypsum wall board or other substrate for We laps over this flange. In the case of l-hour rated fire wails, common practice throughout the Southeast is to pre -rock with Type X wallboard below the bathtub unit, install the tub direct to stud, and install the remaining Type X wallboard above the tub at a later date, after rough -ins and insulation is complete. In situations where tubs in two adjacent units are back to back, party wall insulation must be installed during rough framing, because there is no way to get back to this area once wallboard is installed. If this insulation gets wet from rain, prior to the building being dried -in, there is no good way to replace it. I have attached a copy of our detail for your review, which we believe provides the required protection. We appreciate your consideration in this matter. Please let me know if you have any additional questions. Sincerely, Numey Bond McCamy Project Architect cc. Tsvi Milshtein - Altman Development 414 W )ONF.-S', 1-REL•T RAt,li1GH. NC '217bu3 re! 919-933.641.1 fax 9/9436-18yv 06/04/99 14:25 '09198336413 CLINE DAVIS 0 002/002 CLINE DAVIS KCIII *rE.CTS PA CERAMIC TILE SURROUND ON MOISTURE RESISTANT GWB 1- HOUR RATED WALLS: PROVIDE 5/8" TYPE X MOISTURE RESISTANT GWO ABOVE AND BELOW TUB FLANGE NoN - Fad wkw STUD WALL CONTINUOUS SEALANT • TILE TO TUB JOINT 2X4 BLOCKING TUB PROVIDE CEMENTInOUS DECKING BELOW TUB . SEE PLAN fl A TUB & SHOWER PAN DETAII SCALE- 1-1/2"= 1'-0" Bulletin Drawing No. Date Scale Revisions 414 W Jones Street PA IW Wks. Raleigh, 27603"T" C" L*Ko* 99/8364 t 3 919/836- 126•t280 FAX A(me MEMORANDUM Sanford Fire Prevention Bureau TO: Dan Florian, Acting Building Official FROM: B.T. Wright, Fire Protection Inspector6,ti SUBJ: Plantation Lakes — Building Permits DATE: May 5, 1999 Back in the early part of April, I had several conversations with Mr. Joe Fortuna of DCC construction regarding the above project. Mr. Fortuna had made a request to start construction of the clubhouse building as soon as possible. After some research, I sent Mr. Fortuna correspondence (April 16; copy to you) outlining the requirements of NFPA 1 chapter 41-2. In short, that provision requires that the underground water mains and necessary fire hydrants be installed prior to bringing combustibles on the construction work site. Mr. Fortuna has since asked me if he could utilize an off site fire hydrant which is located on Oregon Ave for a period of time not to exceed 45 days. 1 told Mr. Fortuna that if a suitable driving surface for fire apparatus was accessible as well as the off site hydrant and necessary approvals for crossing the adjacent property were in place, we might consider his request for approval in a positive light. Next, I visited the site to examine the probabilities. Simply put, I just don't see how the off site hydrant can be readily accessible as suggested. Therefore, at this time, because the underground mains and fire hydrants are not yet installed, it would be inappropriate and a violation of our fire prevention code to issue any permits for vertical construction. If the situation changes I'll let you know. R. L. PLOWFIELD & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 1035 South Semoran Blvd. Robert L. Plowfield, Jr.. P.E. Suite 1019 Winter Park. FL 32792 407) 657-6657 Fax: (407) 657-8480 05 MAY 1999 MR. JON WOOD SANTANA CONSTRUCTION, INC. 846 AIRPORT ROAD NEW SMYRNA BEACH, FLORIDA 32168 RE: PLANTATION LAKES APARTMENTS SANFORD, FLORIDA RLP&A PROJECT #9944 JON, this is to confirm our telephone conversation earlier today, during which we discussed the positioning of tendons in the thickened slabs for the above referenced project. Specifically, we discussed tendons at details "1/S-111, 662/S-11`, "3/S-1" and "4/S-1", which are shown on the drawings to be centered within the depth of the footing or thickened slab. Actual position of this cable in the field is higher, directly adjacent to and wired to the perpendicular slab cables. This condition is structurally acceptable at details "l/S-1", "2/S- 1", "3/S-1" and "4/S-199, typically. Please call if there are questions regarding the information outlined above, or if we may be of further assistance. R. L. PLOWFIELD & ASSOCIATES, INC. Robert C. Scroggins Project Engineer Cc: Tom Kobisson (Santana Construction) 1303 S. French Ave. Sanford, FI. 32771 407) 332-1091 (407) 302-1097 FAX FaX To: Joe Fortuna From: Bart Wright, Fire Protection Inspectorl Fax: (407) 332-9305 Pages: 1 Phone: (407) 834-3300 Date: 04/16/99 k4S Aro4m2 nts Re: Request to start bldg. construction CC: Sanford Building Department Urgent X For Review O Please Comment O Please Reply O Please Recycle Comments With regard to your request to start construction of the proposed apartment buildings, the following requirements apply: The NFPA Fire Prevention Code #1 states, "Where underground water mains and hydrants are to be provided, they shall be installed, completed, and in service prior to combustible materials being brought onto the construction work [site] (41-2.3.2). Although your fax to me shows distances ranging from 380' to 640' from the proposed buildings, the noted fire hydrant is not on your construction site and further has no direct driving surface access for fire apparatus. Therefore, the actual distance to this hydrant would actually be even greater than your measurements suggest. You can begin building construction as soon as there is at least one fire hydrant at the opening driveway to the development. The hydrants must be arranged so that they are no more than 500' apart City of Sanford LDR schedule P section 1.2 (C) (3)). CITY OF SANFORD MECHANICAL APPLICATION PERMIT NO. " "` DATE: THE UNDERSIGNED HERE$Y APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING MECHANICAL EQUIPMENT - OWNER'S N ME ADDRESS OF JOB GZ-Yb MECHANICAL CONTRACTOR-J6-rR RESIDENTIAL COMMERCIAL Subject to rules and regulations of Sanford Mechanical Code Valuation: Application Fee: S10.00 Total L'o" TT I Loll By Signing this application I am stating that I am Mechanical Cde r, J 3iLs C +3 a fiuv i v t+6i I V.%+ in co pliance with City of Sanford Applic#t Signature / 3a3101 States License4 SERVICE AND INSTALLATION OFFICE (561) 689-1093 TOLL FREE (800) 462-1989 FAX (561) 697-2432 Air Conditioning 't Mechanical, Inc. UNLIMITED STATE CERTIFIED CAC032382 5642 CORPORATE WAY WEST PALM BEACH, FL 33407 To Whbm It May Concern: DCC This is to authorize Wayne O'Bryon to sign for permits and permit applications for Preferred Air Conditioning & Mechanical, Inc. n L. Childers Wayn O'Bryon Sworn and subscribed to me the 01 day of January,1999 1 " ;; William J. Forget Jr. MY COMMISSION # CC715603 EXPIRES February 10, 2002 pff4, BONDED THRUTROYFAIN INSURANCEINC X. William F ge't, o Public 500 CITY OF ANFORD ELECTRICAL APPLICATION PERMIT NO9q _ ' _7'dli DATE: 4 — ) —q g THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK: h4?vedoome—rOWNER'S NAME: t"rno-Iri ADDRESS OF JOB ELECTRICAL Subject to rules and regulations of the city electrical cow By signing this application I am stating I am in compliance with the City Electrical Code Applicant's Signature EC States License# PLANS REVIEWED FINAL INSPECTION REQUIRED CITY OF SANFORD CVm Nm a- N r M N m V O fAA\) 5 PJFV] Plantation Lakes Aparbnents Basic Project Information. Tax I.D. 32-19-30300-0110-0000 Plarrtatfon lakes Cr. 615M dress Bldg type ConstSeq 1 1100 111 5 x 2 2100 v 11 3 3100 1 9 4 4100 Ip 17 5 5100 UI 20 6 6100 v 34 7 710D 1 35 e 8100 1 37 9 9100 HI 42 t0 10100 111 41 11 11100 V 32 12 12100 III 31 13 13100 IN 28 14 14100 V 30 15 15100 IN 25 16 16100 1 23 17 17100 1 13 18 18100 v 15 Game* A 1500 4 6 Gamqe B 2700 141 10 Ga e C 2600 161 12 Ge e D 1850p 161 16 Powage E x 45W 6 18 G e F 55W Y1 Ga e G 14500 1411 1 24 Gamge H 15600 161 1 28 Ga e t 13500 141 1 29 Garage J with car wash 6 41 36 Garage K 7500 161 39 Garage L 8600 4 43 om 25W 7 186W 2.1000 1 1000 3 Enky Area NA 4 Tennist: rt. NA 19 PbyAma NA 39 Mai kiosk 26W 8 Mal lOosk X 1050 14 Man IOosh 56W 22 Mal Moosh ISSW 27 Man Kwsk 10500 33 Man loosk 8500 40 CITY OF SANFORD PLUMBING APPLICATION PERMIT NO. ! 26,3 DATE,3 2/% THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING PLUMBING: OWNER'S NAME: t,—r, q,. vE1.vQ ntS 47 `w>,°a 47 (gi ADDRESS OF JOB: /000 1"Lq.•TRT,- 44K6s GFZ PLUMBING CONTRACTOR RES. --VON-RES. Subject to rules and regulations of Sanford Plumbing Code Plumbing Code. Applicant Signature 6 FC o3S73 State License# March 10, 1999 Mr. Dan Florian City of Sanford Department of Community Development P.O. Box 1788 Sanford, FL 32772-1788 RE: Plantation Lakes Apartments Confirmation on Breezeway Protection Dear Mr. Florian: On February 12th, Mr. John Goodfellow of Altman Development met with you to discuss the rating of the walls separating Apartment Units from the Exterior Breezeways at the Plantation Lakes Apartment project. During that meeting, Mr. Goodfellow presented a letter from Cline Davis Architects outlining an alternate method for providing Breezeway protection equivalent to the requirements of the Standard Building Code. A copy of this letter, dated February 11, 1999, is attached. It is our understanding from Mr. Goodfellow that you have accepted the method outlined in our February 1 lth letter, and that we may proceed with construction on that basis. I am including a copy of the tested, I -hour rated stucco wall assembly we have selected for the Breezeway walls, for your review. We would ask that you attach a copy of this letter and wall assembly to the Permit Documents so that the field inspectors are aware of this change. Thanks again for your consideration and assistance in resolving this matter. If you have further comments or need any additional information, please do not hesitate to call. Sincerely, Cline Davis Architects PA Florida License No. AA-0002571 Numey Bond McCamy Project Architect CIT'^,- :1"•: R^ r,:., `.. T•71G DEPT. S 1788 414 W. J 0NVS Si'RFF. I' RiALEIGII. VC 27603 tel 9/9-833-641 i lax 9/9-836-1280 NOTES: A. ALL GYPSUM BOARD JOINTS TO DE TAPED AND ALL JOINTS & FASTENER HEADS TO DE TREATED W/ JOINT COMPOUND. D. R-13 DATT INSULATION MAY DE 5UB5TITUTED FOR R-11 BATTS SHOWN AND/OR 112" FOAM DOARD MAY DE APPLIED OVER WOOD 5U05TRATE FOR IMPROVED THERMAL KE5I5TANCE - ONE LAYER GRAPE'[)` KRAFT PAPER MAY DE USED UNDER FOAM WHEN PERMITTED DY LOCAL CODE. C. INT. GYP. DOARD MAY DE 5U05TITUTED DY 5/6" THK. W.R. GYPSUM BACKING DOARD (A5TM C-630-92) OR GYPSUM VENEER DASE (A5TM C-588-92). D. 5EE DATA SHEETS FOR WIND INFILTRATION VALUE. E. ALL FASTENERS TO PENETRATE WOOD FRAMING A MIN. OF V. 3/8" MIN. THK. MAGN/ STUCCO 20 GA., 1" GALV. 5TEE1 WOVEN WIRE FABRIC 0 MIN. 1.75 DIAMOND ME S.F. FULLY EMBEDDED INTO STUCCO MIN. 7116" PLYWD. OR ORIENTED STRAND BO FASTENED TO W00D F W/ MIN. 1 112" LONG 11 DIA. NAIL5 OR 16 GA. STAPLES SPACED 4" C EDGES & 6" O.C. (0) IN' SUPPOKTED. 2 LAYERS GRADE 'D' KKAFT PAPER. 5EE NC 2 X 4 WD. STUDS 0 16" O.C. W/ 2 X 4 50LID BLKNG. OR PLATES AT ALL PANEL EDGES HORIZONTALLY APPLIED MIN. 5/8" THK. TYPE 'X' GYPSUM [3D. NAILED W/ MIN. 6D COATED NAILS, 1 7/5" LONGWI 1/4" PIA. HEAD` S (0) 7" O.C. TO 5TUD5. PLATES AND BLKNG. MIN. K 11 FA I INSUL. TYPICAL WALL SECTION 3" = 1'-0" ONE-HOUK FIKE RATED CONSTRUCTION OUT5IDE SUKF. FILM R 0.17 ESTIMATED 3/ 8" STUCCO R 0.45 WALL 3/ 8" PLYWD. OR 0.5.5. R 0.41 ENERGY K- 11 [3AT INSULATION R 11.00 VALUE 5/ 8" GYP. BD. R 0.56 INSIDE SURFACE FILM R 0.68 ARCHITECTS NOTEDOOK DETAIL FOR ONE - HOUR FIRE WALL CONST. PRESENTED BY: MAGNAWALL, INC. P. O. BOX 547, DOERNE, TX. 78006-0847 PHONE: ( 800) 626-4391 DETAIL 3 OF 9 February 11, 1999 Mr. Dan Florian City of Sanford Department of Community Development P.O. Box 1788 Sanford, FL 32772-1788 RE: Plantation Lakes Apartments Exit Stair Separation Issue Dear Mr. Florian: 1. The National Life Safety Code, Section 5-5.1.4, Exception No. 1, offers specific relief to the stairway distance separation requirement of the Standard Building Code (SBC), Section 1006.2.2. This exception states that when a building is protected throughout by an approved, supervised automatic sprinkler system_ the minimum separation distance between exits may be reduced to one-third of the maximum diagonal dimension of the area served. The separation of exit stairs provided in the Plantation Lakes buildings meets this criterion. 2. Except for the distance separation requirement of SBC 1006.2.2, the Plantation Lakes Apartments exterior exit stairs conform to the SBC in all respects: A. Per Table 500, all apartment buildings are designed as Type VI - 1 Hour Protected / Sprinklered construction. B. Per 903.7.6, all apartment buildings are sprinklered throughout in accordance with the requirements of NFPA 13R. This includes sprinklering of the breezeway areas for the purpose of life -safety protection of the exit route. C. Per 1006.2.4, breezeways and exterior exit stairs are separated by at least 1-hour construction with self -closing opening protectives from the interior of apartment units. D. Per Table 1004, Travel Distance from any apartment unit door to a point of safety 10'-0" outside the building is well below the 250'-0" maximum required. In fact, the worst case travel distance, in Building Type V, from a 3rd floor apartment unit door, exiting via the most distant exit stairway, is 119'-0". 3. It is our opinion that the distance separation requirement of SBC 1006.2.2 is intended to prevent placement of exterior exit stairways so as to create dead-end conditions in open balcony configurations, such as are typically found in motel plans We believe this is clearly shown in the diagrams 1006.2.2A and B of the Standard Building Code Commentary, a copy of which is attached. In the configuration used at Plantation Lakes, it is virtually impossible to create a Mr.Dan Florian City of Sanford February 11, 1999 Page Two dead-end situation regardless of the separation distance between stairs - a resident would always have access to at least one exit stairway no matter where a fire was located. 4. Per the Standard Building Code Section 103.7 "Alternate Materials and Methods," the Building Official is empowered to approve alternate methods if the alternate is shown to be an equivalent to the requirements of the Standard Building Code. It is the opinion of Cline Davis Architects that based on items 1 and 3 above, as well as the greatly reduced travel distance to exit the building indicated in item 2D above, that grounds exist for acceptance of National Life Safety Code 5-5.1.4 as an alternative method equivalent to the requirements of Standard Building Code 1006.2.2. Copies of all code sections referenced here are attached. Please give me a call if you have any questions or need further information. Sincerely, Cline Davis Architects PA Florida License No. AA-0002571 Nurney Bond McCamy Gary D. Cline Project Architect President 414 W. JONES STRE,FT RALEIGH, NC 27603 Mr. Dan Florian City of Sanford Department of Community P.O. Box 1788 Sanford, FL 32772-1788 z2?I2-%lab 5" 157 PB8671041 6060 00.930MAR 12 99 2 8 0 8 MNLED FROM RAL IGH Nc 27603 Development EE 11tt l ilE3 itIi141!!i3tilfitf!!!ilflii t lt t it tli!! l6ww ` Department of Community Affairs - FLOnIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTIIUCTION GFORMGOOA-97 Residential WholemBuildingPerforance Method A CENTRAL 4 5 G 11110JECT NAME: Plantation keF-_ F ptas -- BUILDGIT Altlllan_ DC velc AND ADDIIESS Sanford, P'lorida PERMITTING , OFFICE: ( _ r OWNER: Altman Development PERMIT NO. I I_ L .I_.L _.L.__L..I 1. New construction or addition 2. Single family detached or Mullifamily attached 3. If MUllilamily-No. of units covered by this submission 4. Is this a worst case_? (yes / 110) 5. Conditioned floor area (sq. II.) G. Predominant cave overhang (II.) 7. Glass type and area: Clear glass b. Tint, lilrn or solar screen 8. Floor type and insulation: a. Slab on grade (R-value 1- perimeter) b. Wood, raised (Tt-value + sq. I1.) c. Concrete, raised (R-value) 9. Net Wall type, area and insulation: , a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood Irame (Insulation R-value) 3. Steel Irame (Insulation 11-Val0e) 4. Log (Insulation R-value) 5. Other: 1). Adjacent: 1. Concrete block (Insulation R-value) 2. Wood fratne (Irlstllation n-value) 3. Steel frame (Insulation n-value) 4. Log (Insulation R-value) 10. Ceiling type, area and insulation: a. Under attic (Insulation 11-value) b. Single assembly (Insulation R-Value) c. Radiant barrier installed (yes / no) 11. Air distribution system: a. Ducts (Insulation + Location) b. Air Handler (Location) 12. Cooling system: Types: conlral-splil, central -single 1)1(g., room unit, PTAC., none) 13. Heating system: Types: heal pump, clec. strip, oat, gas, L.). gas, room or PTAC, lion(.) 14. Hot water system: Types: eloc., nalural gas, solar, L.P. gas. none) 15. 1-lot Water Credits: a. I-Ical Recovery (Pin) b. Dedicated Pleat Pun1p(DI-II') c. Solar 1 G. PIVAC Credits (Use: CF-Ceiling ran, CV -Cross vent, PT•Fliogramnlable Thennoslal, I IF-Wholo house Ian, W-10-u hone) 17. COMPLIANCE "'1-ATUS: (PA SS it its-Buil( Pts. arc less than Base PIS) a. Total As-BUi.1 poinis b. Tolol Base points CI-IMATC ZONE: 4 I .I., IXXI6 JURISDICTION NO.: I v l J l( 5 Please 7ylve 1, New construction 2. Multi attached 3. 4. Yes 5, 9_27 sq. If. G. 1.0 It. Single Pane Double Pane 7a. sq. ft. - sq. It. 7b. 78 sq. (I. sq. It. IIa. 11= - - . -_-- 1.11. at). R=-- .._ sq. It. Be. R= -- • _-- sq. It. 91-1 11- sq. It. 91-2 R= 13 486 sq. ft. 9a-3 R= sq. ft. 9a-4 R= _ _ sq. ft. 9b-1 R= sq. it. 9b-2 R= 13 693 sq. it. 9b-3 R= sq.11. 9b-4 11= ----- _ sq. It. 10a. 1= 30 927 sq. it. 1Ob. R= - _ sq. It. 10c. 11 a. 6.0 uncond t,mu„ R- o.d.) 11 b. cond . (caul.hxcaiJ.) 12a. Typc:CLltr.1 Splj-t 12b. SEERJEER/COP: 10 0 12c. Capacity: 1 -1000 13a. Type: F%Joc trip 13b. I-ISPF/COP/AFUE: 13c. Capacity: 14a. Type:_-- 14b. EF: 16. CC ..--_-- F 17a. 13247 - 17h. 14388... 01. CK I helehy cellily 111n1 Ih( by Ihr: calcul:dion :oo in noviow of pf:lns and spocificalioIn. covorod by this calculation complianco wif!1 I; hfjlda G (x!.1 n indicitios compliance Willi Iho 11110a Inertly Coda. IWO- f r © conduction 1:. Completed. Ih1t: bulldlny will be inspected for PRCPMr: D DV ' _ 11114 Compliance in accoldaoco wlih Jy01011 51, .900, h.J. i 1 hmr;by ce,118y 1n .1 I1111n .1s ticsi!1yy;t 15 in 1 ngdiau with Iho I IonJ1 Ira u,y oda OUILDING rrIC1AL: =4_ ` OWNI: n "GI-N.: rr ;-- _ C 1 OATr:_ ..! ._ DA-rr, U- 23 r G SIIMMFn CAI CULATIONS CLIMATE ZONES 4 S 6 L - 011 LENGTI I OVEnIIANG IIATIO = ORIENTATION N IJC SE - OVEI111ANG LENGTH all (fEET) GLASS AREA x So. FT.) S118GLE-PANE SUMM01 POINT CLEAR- 55'lfi Un MULTIPLIER UOUIILE-PANE x S P M CLI'AN 40.411 62.01 SUMM01 Oil FACTOR Irom6A-1) AS-UUILT GLASS SUMMER PISJ' lINT7 50 09:1 6142G 71 46I1 63 921 7LG29 - G0.595 16.690 r 70.57 83.00 71 01 Tl IJ _ 00.07_ G7.23 S SW _ j G° 26 69.60 T- Q — NW 58'75 1"Qjl15?.OG COND WEIGHTED GLASS 15 x FLOOR x MULTIPLIER = jHtAASELASSARf_A SDTOTAL u 15 - - G4 I0 - --- -- COMPONENT VASE SUMMER AREA x BASE SUMMER DESCRIPTION PUINI. MOLT. POINTS rxrenlon_ ADJACd N I—-..— r-xTEnlon n.0 iclnnceNrn o0 AS -BUILT GLASS SUBTOTAL COMPONENT SUMMER AREA x POINT. MULL. SUMMER DESCnIPTION fA T TI Iflll GA-fi POINTS 1—. ___4r8—--1.0J— I ( 1 I ONDI-11 At IIC l)L747f?r 3t 1C- `!L/— - --d--- JV — on SINGLE I — vASSEMBLY __ __ __ Wilh nadnnl D mer_ x .70 iA! C1111N(i AI II:A fOlMl_, fl(1(1f1 Alll.-A UIIII:C11 Y IINDEII CI II IIN.., AS 1111111 CI:ILIN( AIIf.A fO11Al2: ACTT IAI Cf II IPxi SOIMIIf f(1(1TAGE_—_ IT INFILTIlATI01J__-- 2-7-1- INTERNAL GAINS 1PA! 101AL 110011 Ant A Of CONOInuNEO SPAC( rAI h11' NFNT 5 0_ILT SUh1M :1 ' INTlCOAPONfKLRASESLJL4ML• eQIN BASE COOLING 101Al. OASI: VASE TOTAL AS-DUILT AS-DUILT AS -BUILT AS -BUILT COOLING SYSTEM x SUMMER COOLING AS -BUILT x DM x CSM x CCM COOLING SYSTEM Ml1LTll'L Iffi- nINTY f!OINTS__ SUM. PTS_- GA_7)_ GA_R)—_jGA-I) POINTS— 3G 23928 8614 19595 1 1.030 34 95 6519 I10T NUMBER IIASE BASE OF x I IOT WATEn I10T WATr.R WATER IIIY POINTS SYSTEM_ nr:Dn00MS M111.T1f'L - 1 ZSG4 2564 AS-DUILT NUMCII I AS -BUILT I AS-DUILT AS-DUILT IIOT WATCH OF x IIWM x I IWCM IIOT WATER SYSTEM Dr:SC. DCDROOMS GA-9).-_. _-_((;A-29)_ POINTS Elec 1 2820 1 2820 I I = IIOn17.ONTAL GIILSS (SKYLIGI 11 S) 'FOA GLASS WI fl I KNOWN SIIGC Oft SC, SEE' SECTION 2.1 APPENDIX C. I IN I MULTIPLIERS MAY BE USr_D I OI1 GLASS WRIT SOLAII SCllra'NS, FILM, OII TINT. D44 % TAnnITGR rA1 rill ATIf1NS CLIMATE ZONES 4 5 G J LJT OIlIE11TATI0N W._— W- IIIIAl1OVERHANG LERHANHGTII OII (FEET) GLASS AREA x SO. fL) SINGLL-IIANC WIRTf11 POINT CUAII DOUOLE-PANE. MULUPI.IE.R 11NTr 111.4;17— 1R'!04— X W V M CLEAII 4'J---. G.G!-- WINTER _ 011 FACTOR Irom6A•10) AS•UUILT GLASS WINILRPIS 17.GJ.--- 1171— Q___ Z- 7.Q NW — N I BASE COMPONENT BASE WINTER AREA x WINTER DESCRIPTION POINT. MOLT. POINTS XTEmon_—_1-I 486 _- I243-- N EXIEI11OI1•! o ADJAC 4.0 o------------ 0 ENT - UNDERAITIC 927 OR SINGLE w ASSEMBLY _ _ ___ _ U ——1_1ASli CEILING AI11'A COUALS I'LUOII AIIEA OIIIIiCILY IINUEII AS -BUILT GLASS SUBTOTAL T 3 l.—_ WINIIAI AS•OUILT COMPONENT AREA x POINf. MOLT. WINTER DESCRIPTION A-III111IUGA- 15) POINTS Adj.— frame-- 693-- — -- 1.149— x _.. s:._ee---- — --- --_ .1 — -- Balmer _ x ll, II IM', AIIfA MI MI.!; ACTUAL CfIt ING S(XIAltf: f(X)TAGI:. l 1 Orl I All UN f I IANF U"I I'f I llbll I I It LfN(' 111 A11011NU f UNUITI(1NI'N 11 001I FOII I IAI"f U FL(Kll l U E A111 A OVf I I UN('(1NDII ION[:) SI'ACC. v v INFILTRATION 8 —. _U 2U — IC1_:1—. —7._-- INTERNAL GAINS IPYTornl riOORARPniXCOroONIhNfO';PAfi I_ COMPQNTF L'INI-1Q yn eI(LW 1!jTFn POINTS BASE I IIATING TOTAL LIASE BASE TOTAL AS -BUILT AS-11111LT AS BUILT AS -BUILT IIEATING SYSTEM x WINIEB IIEATING AS -QUILT x DM x ITSM x HCM IIEATING SYSTEM MULTIPLIER POINTS_ —[____POINTS —_POINTS 3758 1. 040 1.07300032101.0 --- 3908 y--- . _ - - ._ _ . I y _ _ BASE BASE BASE TOTAL AS -BUILT AS -BUILT AS -BUILT TOTAL LT COOLING + 11FATING + IIOT WATER - BASE COOLING + HEATING + BOT WATER = AS•B TS a oPOINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS From -2 from P. 2 fnlcr-on P. 1 Prom P. 2 From P. 2 Enler on P. I 1-1= ITORILONrAL GLASS (SKYLIGI IS) 'f011 GLASS WITI I KNOWN SITGC Oil SC. SEIS SECTION 2.1 API'ENDIX C. I INT MULI II'LIEI IS MAY HE USED I'011 GLASS WIIIT SOLAR SCREENS. FILM. Oil 11NT. D-2d- Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 00A-97 Residential Whole Building Performance Method A CENTRAL 4 5 G PROJECT NAME: PcllTtclt 4n__IiiC'_[zirs-. LlUILOF--n: Al. IT all_.)J4Yl9n ---- LIMATE - AND ADDRCSS: SanLord,-FlOrida.._ - PERMITTING I ZONE: 4 I-1, V G 1-1OFFICE: PCAMITNO. - JURISDICTION 6 9 1 5 O 01..___1._....n - OWNER: Altman Development 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Is this a worst case? (yes / no) 5. Conditioned floor area (sq. II.) G. Predominant cave overhang (II.) 7. Glass type and area: a. Clear glass b. Tint, film or solar screen 0. Floor type and insulation: a. Slab on grade (R-value -I• perimeter) b. Wood, raised (R-value -I- sq. It.) c. Concrete, raised (n-value) 9. Net Wall type, area and insulation: Ir a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation n-value) 3. Steel flame (Insulation R-value) 4. Log (Insulation n-vall.lc) 5. Other: b. Adjacent: 1. Concrete block (Insulation R-value) 2. Wood Irarne (Insulation R-value) 3. Steel frame (Insulation 13-value) 4. Log (Insulation 11-value) 10. Coiling type, area and insulation: a. Under attic (Insulation n-valuo) b. Single assembly (Insulation n-value) c. Radiant barrier installed (yes / no) 11. Air distribution system: a. Ducts (Insulation -I- Location) b. Air Handler (Location) 12. Cooling system: Types: central -split, central -single pkg., room unit, PTAC., none) 13. Healing system: Types: heat pump, clec. strip, nal. gas. L..P. gas, room or PTAC, none) 14. Hot water system: Types: clec., nalunl gas, solar, L.P. gas, none) 15. Hot Water Credits: a. Heal Recovery (I-IR) b. Dodicaled Heal Pump(DI-11") c. Solar 1 G. 19VAC Credits (Use: Cr-Ceilhip ran, CV•Cross vent, PT -Programmable Tliermoslal, hlr-Whole house I,ml, IVIZ-Mullizogc) 17. COMPLIANCE STATUS: (PASS if As-0toill Pts. are less than Base Pis) a. Total As-Buill points b. Total Base points 1, New_cons_truction 2, M_ulti attached 4. Ye_s ---- 5. .7$g G. 1.0 II. Single Pane Double Pane 7a. _ 90 sq. 11. -_sq. It. 7b. sq. it. sq. It. Ca. R= 14.7 74 1.11. 11b. R= sq. It. oc. R= _ , sq. II. 9a-1 R= _ sq. It. 9a-2 R= 13 666 sq. (I. 9a-3 n= _ _ sq. 11. 9a-4 R= _ sq. It. 9b-1 n= sq. It. 9b-2 n= 13 486 sq. It. 9b-3 R- sq. It. 9b-4 R= sq. It. 1Oa. n= 30 -- sq. It. 10b. R= sq. It. 10c. 6.0 uncond11a. R= tca,u.emcm.r) 11 b. cond . tc".dA.www.) 12a. Type:cIItri-split. 12b. SEER/EER/COP: 10.0 12c. Capacity: 13a. Type: FI.J ec strip 13b. 1-ISPF/COP/AFUE: 13c. Capacity: 18 r000 14a. Type: _,EleC 14b. EF: -,.1.0 15a. -- 15b. -_- 15c. 16. QF _ 17. P&SS_ 17a. 10658 - 17b. 11534 1 hereby coilily that Iho Plans :unl,aiet:iruadionc: covero.i by Iho calculalion :uo in Iloviow of plans and ;:pecilicalinn;: cnvorod by this calculation compliance wish Iho ida Icr Code. Indicalo;: complianco Willi Iho Florida 1711orryy Coda. Ueloro consbuclion is completed. Iho buildin4l will Igo itmpocled tar Pr1CPAnED O'J:---- DATE: I 1,-..__. conryNirnx:o in aa:ordnnco with ;ocliar S;J.901t, P. 3. 1 hegebyceuily 1L•il aril g 1 , u I1 u.up'i.. e wilh Iho rdn d• L'n 1 1. I UUILDING OFFICIAL: OWNf n AGfNAl 1.. DATE: _ - ._ DATE_: I. - 23 SUMMER CALCULATIONS CLIMATE ZONES 4 5 6 C7 L _ H 1+ OI T I.fiNGTI I OVERNANGRATIO= 011l ..IGHf ORIENIA11014 OVENIIANG LENGIII Oil (FEET) GLASS AREA SO. FT.) SlUGLE-PANE x SUM141111 POMT CLEAR — SJ.IU 11514 U I OU 71 OA al MULTIPLIER TINP 50.092 7fi.972 74 468 001.0111.E-PANL• X S P M CLEAR 40.40 62.07 SUMMER 011 FACTOR IromWl) AS -QUILT GLASS SUMMER PTS r f SL 7fi.21 73 22 G2 2G 79.47_ 71 G29 G9.10SW 2T OOA7— G72j- 72. I G I _- G0.59!'i 70.15 _1-%g- i0.76' W NW F11 152.81i 13G.090 137.22 COND I WEIGHTED GLASS [LASE c x FLOOR x MULTIPLIER = GLASS15 AREA SUBTOTAL 40 15 G4.9U 769Q COMPONENT AREA x' DAS[suMMEn POINT. MULT. SUMMER DESCRIPTION POINTS EXTEnion 66b-_— AOJAG_Nf rc ADJACENT a OR SINGLL" .G u) ASSEMBLY v - RASE CI:11.ING A111iA l Ol1AI.S 1il101tlU roil AS -BUILT GLASS SROTOTAL 33"I8— COMPONENT DESCRIPTION SUMMEII AS -BUILT AREA x POINT. MULT. = SUMMER LA.2 TIinU GA-61 POINTS Ext . Frame T: T- f 32 A11FA RONIiR 110011. 1 Oil IIAISEII ACTUAL SPACE. INFILTRATION & 14. 11 _ n 1 14.91112 INTERNAL GAINS USE TRIAL 11.0011 AREA 01 CON01110NED SPACE. TQLAL,&J!.QNENf DAS - SUMMQ POIN TQT L COMPONENT AS-IIUILT_UMM COOLING SYSTEM BASE COOLING TOTAL BASL' RASE: SYSTEM x SUMMER COOLING MULTIPLIER POINTS _ P01NTS_ l66823618562 TOTAL I AS -BUILT I AS -BUILT I AS -BUILT AS -BUILT AS -BUILT x DM x CSM x CCM = COOLING SUM. PTS_ G -7J^ GA-O]— 6A-19)_ POINTS! 14677 1 1.030 1 .34 1 95 4883 NUMBER I RASE BASE• AS-DUILT NUMBER AS-DUILT AS-DUILT AS -BUILT ROT WATER OF x I IOT WATEII = IIOT WATEn IIOT WATER OF x IIWM x IIWCM = IIOT WATER SYSTEM DEDR00MS _ MULTIPI II li- f!OINTS _.- SYSTEM-DESC_ BEDROOMS1. f o).__ GA-211)— POINTS 2564 2564 1;lec 1 2820 1 2820 11= HORIZONTAL GLASS (SKYLIGHTS) FOR GLASS WITI I KNOWN SI IGC OR SC, SEE SECTION 2.1 APPENDIX C. TINT MULTIPLIERS MAY BE USED FOR GLASS WIT'1I SOLAR SCREENS, FILM, OR TINT. D-2V TAIIKITI:R r A I rill ATIONq CLIMATE ZONES 4 S G LJT FI 011IE14TATION OVEIIIIANG LENC.TII Oil (FEET) CLASS AREA x SO. FT.) SINGLE WINTER POINT CLEAfI --- PANE uA MULTIPLIER TINTS- — DODULE-PANE x WPM CLEAII — WINTER 011 FACTOR Ilom 6A•ID) AS•DUILT GLASS WINTER PTS 2 1.7`7_4 . 10 I JG._ _ L7.044_ _--— T7. 55— W--— 10.10Q.— G..1— NW 1.723_— COND WEIGHTED GLASS QASCrn x FLOOn x MULTIPLIER = GLASS15 AREA SUBTOTAL 15 9— 6.21 735 COMPONENT BASE WINTI?R AREA x POINT. MULT. VASE WINTER DESCRIPTION i6 __— I. POINTS 7— EXTE TI fl A6JACENT 9_ I.0 r H EXTERIon 215.1 o ADJAC[NT 0 AS -BUILT GLASS SUBTOTAL T-T08— COMPONENT DESCRIPTION WINIER AS -BUILT AREA x POINT. MULT. WINTER GA-1 I T1111U GA--IG) POINTS A _ _frame== 48-6 _- 1 : 6-_ 7'78 see OR SINGLE .GT u ASSEMULY I---- _Willi Radianl ITamet_ RASE CEILINC. AIICA COUALS I I OOII AIICA OIl1FCILY CIIJIN?fl CCILINC AS IRIII.T CEILING Aflf A FOIIAI.S ACTC)A(. CFII INC. SOI)AIIf FOCIIAGC. OR SINGLE .GT u ASSEMULY I---- _Willi Radianl ITamet_ RASE CEILINC. AIICA COUALS I I OOII AIICA OIl1FCILY CIIJIN?fl CCILINC AS IRIII.T CEILING Aflf A FOIIAI.S ACTC)A(. CFII INC. SOI)AIIf FOCIIAGC. r INFILTRATION S 789 INTERNAL GAINS USE IOTAI ftOOf1AI1FAOI CONIIIIIONf1)SPACIi TOTAL COMPONENT BASE WINTER 1-0 2 11 12 1 BASE HEATING TOTAL BASE BASE TOTAL A5-BUILTI AS -BUILT AS -BUILT AS•OUILT HEATING SYSTEM x WINTER HEATING AS -BUILT x BM x HSM x HCM HEATING SYSTEM MU.LTIPUCR OINTST- POINTS-- WIN. PTS. GA•iG) _j__(6A-j7)_„ 1 1 GA-10)—_ 1 5 POINTS 1.07 2138 2288 2841— 04 0 BASE BASE BASE TOTAL AS-IIUILT AS•DUILT AS-DUILT TOTAL a COOLING HEATING I10T WATER BASE COOLING HEATING + HOT WATER = AS -BUILT o POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS From P2)— from P. 2L Eliw on P. 1)_ From P. 2)_ 2955 - from P. 2)— 2820 Enlcr on P.1 1 U65- 2564 1 T53h 4883 H - HORIZONTAL GLASS (SKYLIGI I IS) FOII GLASS WI111 KNOWN SI IGC 011 SC, SL I SECTION 2.1 APPENDIX C. TINT MULTII'1-'Ens MAY OC USF01-0I1 (.'ASS WIT I I SOLAR SCRI I:NS, FILM, On +1IN 1. _ D-?d Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM GOOA-97 Residential Whole Building Performance Method A CENTRAL 4 5 G 1>1 OJECT NAM[ p,iiltli cli<>•9r1_ bakeS__L[?ts_. nUILDEIi AL,tln 1 Ik VO,OpIl C)>r AND ADDfaCSS $aniordr_1 lorida PERMITTING CLIMATE OFFICE: -LONE: 4 I-D 5-?S G D OWNER: PERMIT NO. JURISDICTION NO. 6 9 t .5 0AltmanDevelopmentI_..hT- I . .I_ f l 1-i-1-i-1-101 1. Now construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Is this a worst case? (yes / no) 5. Conditioned floor area (sq. II.) G. Predominant cave overhang (II.) 7. Glass type and area: a. Clear glass b. Tint, lilm or solar screen 8. Floor type and insulation: a. Slab on grade (R-value -I- perimeter) b. Wood, raised (R-value -I- sq. II.) c. Concrete, raised (R-value) 9. Net Wall type, area and insulation: a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation n-value) 4. Log (Insulation R-valuo) 5. 011ler: b. Adjacent: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation R-value) 4. Log (Insulation 1-1-value) 10. Ceiling type, area and insulation: a. Under allic (Insulation 11-value) b. Single assembly (Insulation R-value) c. nadianl barrier installed (yes / no) 11. Air distribution system: a. Ducts (Insulation -I- Location) b. Air Handler (Location) 12. Cooling system: Types: central-splil, central -single pkg., room unit. PTAC., none) Types: heal pump, elec. strip, nal. gas, L.P. gas, room or PTAC, none) 14. Hot water system: switina' ,: i!:, ,,^.Lllir Lit 15. Hot Water Credits: a. Heal Recovery (1-1R) b- Dedicated Heal Pump(DI-IP) c. Solar 1 G. NVAC Credits (Use: CF-Ceiling Fan, CV -Cross veal, PT -Programmable Thermostat, I -IF -Whole house (an. MZ-MtRirone) 17. COMPLIANCE- STATUS: (PASS if As -Guilt Pls. are less than Base Pls a. Total As-Buih points Total Base points I hereby cellily that e tl:ms and sprcilicnlion:: cov r•^d !,y Iho calculation are in complianco wills tlwthor' a Enastl*'rtxio. PnEPAnED By: I hcrehy cahlyhII OWNI:n AGrNX ATr.*/je/ f un:o with lho Florida Est I. D- 23 Plonse Type 1. New construction 2. M_ UM_lattached3. 30 4. Yes 5. 777$__ _ _ sq. It. G. 1 . 0 It. Single Pane Double Pano 7a. 1 a_ sq. 11. _ sq, ft. 7b. sq. 11. -sq. It. Ca. R= 14.7 68 I. It. tlb. R= sq.It. Cc. R= _ sq. It. 9a-1 R= sq. It. 9a-2 R= 1_ 612 sq. ft. 9a-3 R= _ sq. It. 9a-4 R= sq. It. 9b-1 R= sq. ft. 913-2 n= 3 468 sq. It. 9b-3 R= sq. It. 9b.4 n= _ sq. It. 1 oa. R= 30 778 sq. It. 10b. R= sq. It. 10c. 11 n. n= 6.0 , uncond tcwd.A. ewd.l 11 b, cond . eona.n,reurw.) 12a. Type: cn. t 12b. SEEn/ EER/COP: _10.0 12c. Capacity: 24 r000 133- Type: rl rar' cl-ri n 13b. HSPF/ COP/AFUE: 13c. Capacity: 14a- Type; -. M e-C 15b. 15C. 1 G. C>i 17. PASS 17a. 11300 - 17b. 11706.___ CK Iloviow of plans and spocilicabonr, covorod by Ihis calculation indicalos complianco Willi Iho Florida Energy Coda Ueloro conslnrclton is contlrlolod. "his building Will bo inspected lot complianco in accordanco Willi Secllon S53.900, F.S. BUILDING OFFICIAL: DATE: _. SUMMER CALCULATIONS CLIMATE ZONES 4 5 6 QN J r— L _ li P Mrs OH LENGTH OVERIIANG IIATIO - '011 HEIGHT 0111ENTA110N OVERHANG LENG III Oil (FEET) GLASS AREA SO. FT.) SINGLE x SUMMER POINT PANE UA MULI1PUEl1 OODULE-PANE S P M x SUMMER Oil FACTOR loom 6A.1) AS-OUILT GLASS SUMMER PIS CLEAR T55.56— 70.57 05.14 _ 83.00 _ 47 TINP 50 092 Ii9A2G 76.372 74.460 01921 -- CLEAR 40.40N N[ J F: SW W NW 95 i2.07 75.27 73.22 _ G21G 72A7 7 72-1-61 _ I G 1 GO.595— G9.G0 T— 00T— .0G7. 29 — 70'. 15— 50. 75 FII j— 152. 86 13G.090 137.22 COND WEIGHTED GLASS RASE 15 x FLOOR x MULTIPLIER = GLASS AREA SUBTOTAL 64. 90 COMPONENT AREA x BASE SUMMER MULT. BASE SUMMER DESCRIPTIONPOINT. POINTS ExrEnloll h 1:0 612_ ADJACENT 7 or, I I XTEf11011, A41 01 1. G oADJACENT0 I UNDER Al I OR SINGLE ASSEMBLY INFILTRATION & INTERNAL GAINS TOTAL COMPONENT BASE SUITI POINI'S COOLING BASE COOLING I TOTAL BASE BASE SYSTEM SYSTEM x SUMMER COOLING MULTIPLIER ___ POINTS_ POINTS _ 36 18062 1 6502 AS - BUILT GLASS GLASSSUBTOTAL 28%-- COMPONENT SUMMER AS -BUILT DESCRIPTION AREA x POINT. MUI_T. = SUMMER GA- 2. THAI) GA-6) POINTS Ott . frame 612_ 1-7 1640— Adjj_ frame___ 46$__ 6— 981 x Ysteel— — 1---4.8_ WilliRadiant Oalrier AS.1iUliT Clill.ING ANIiA f AL GOMPONENT AS -DU LT SU MF ' TS TOTAL I AS -QUILT I AS -BUILT I AS -BUILT AS -BUILT AS -BUILT x DM x CSM x CCM COOLING SUM. PTS__ fiA 7)— 6A_8)_ f_rA-19j— POINTS 15160 1. 030 34 1—.-9'5 5044 HOT NUMBER I BASE BASE AS -QUILT NUMBER I AS -BUILT I AS-OUILT AS-OUILT WATER OF x I IOT WATf_R = HOT WATER HOT WATER OF or HWM x IIWCM IIOT WATER SYSTEM Of DROOMS_ .—MULTIPLIERI-_ POINTS _ SYSTEM OESC._ BEDROOMS GA-P)—1—(q.A-?O)_l POINTS 1 2564 2564 Elec . 1 2820 1 1 2820 11= I lORI70NTAL GLASS (SKYLIGHTS) 71=0R GLA SS WITI I KNOWN SHGC OR SC, SEE SECTION 2.1 APPENDIX C. TINT MULTIPLIERS MAYBE USED 1: 011 GLASS WITH SOLAR SCREENS, FILM, OH TINT. D-24" WINTFR CALCULATIONS CLIMATE ZONES 4 5 G ti L IT H ORIENTATION OVERIIANG LENGTH 011 (FEET) GLASS AREA x SO. FT.) SINGLE•FANE WINTER POINT on MULTIPLIER DOME -PANE X WPM CLEAR WINTER Oil FACTOR prom 6A-10) AS•DUILT GLASS WINTER PTS N--- CLEAR i1NTr- 1 Z 4— 1.IM_ 1-7•74-- 17,044-- 10.037—. G--- 0.47— SW 6.42 4W I7,.ZO____-_._IDJ04_____ G.STr AL__ 1L04< 4.! 12 L4,1 CONO I WEIGHTED GLASS VASE T rn x FLOOR x MULTIPLIER = GLASSg15 AREA SUDIQT.AL 15 COMPONENT BASE WINTER BASE AREA x POINT. MULT. = WINTER DESCRIPTION POINTS E 1cffloR 612 - 1.1 b_73_ AWAUNT— gtig 1•0 942 AS-DUILT GLASS SUBTOTAL T2BT-- COMPONENT DESCRIPTION WINTEII AS -BUILT AREA x POINT. MULT. = WINTER GA-11THRII GA-15)1 POINTS Ext. rame b -2-- T-$--- TTOT- frame 468 N ExTErn R107see Iul o ADJACENT i4.0 0 v TOTAL COMPONEff = WINTER POINTS_CQjy1PONENT AS-RUp_T WINTER POINTS BASE I II:AI ING TOTAL BASE BASE HEATING SYSTEM x WINTER HEATING SYSTEM POINTS POINTS MULTIPLIER_ 1. 07 2467 2640 TOTAL IAS-DUILT I AS-DUILT I AS-DUILT AS -BUILT AS - BUILT x DM x NSM x HCM HEATING WIN. PTS. jGA_ GA_10)_ POINTS 3304 GA_ iG1— 1. 040 1.0 1 3436 BASE BASE I BASE TOTAL AS -BUILT AS-DUILT AS-OUILT TOTAL c COOLING + HEATING + 110T WATER = BASE COOLING + HEATING HOT WATER = AS-DUILT o POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS from P. 2 from P. 2 Cnlcr oI)(•. 1 from P. 2 From P. 2 Enter on P. 1 H= 110IUZONTAL GLASS (SKYLIGI ITS) FOR GLASS WITH KNOWN SHGC OH SC, SEE SECTION 2.1 APPENDIX C. TINT MULTIPLIERS MAYBE USED FOH GLASS WITI I SOLAR SCNCENS, FILM, OR TINT. D- 20 i Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM GOOA-97 Residential Whole Building Performance Method A CENTRAL 4 5 G 11110JECTNAME: p d11.i .t?n__I }s _1- nUILDEl1 1 1 t 1_I ve p 11t -- AND ADDFICSS Sanford Florida_ 1CRMITTING LIMATE l 5 1--1 - ---- -- orr-ICE: ZONE: n _ G OWNER: Altman Development I PEIIMITNO.I 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Is this a worst case? (yes / no) S. Conditioned floor area (sq. fl.) G. Predominant eave overhang (11.) 7. Glass type and area: a. Clear glass b. Tint, film or solar screen 8. Floor type and insulation: a. Slab on grade (11-value -I- perimeter) b. Wood, raised (ft-value -I- sq. II.) c. Concrete, raised (R-value) 9. Net Wall type, area and insulation: a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation R-value) 4. Log (Insulation R-value) 5. Other: b. Adjacent: 1. Concrete block (Insulation R-vahte) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation R-value) 4. Log (Insulation 11-value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) c, (tarli:ud Y,.:,rrl,:r Ir, I:,Ilr:cl (yra., / nn) 11. Air distribution system: a. Ducts (Insulation -I- Location) b. Air Handler (Location) 12. Cooling system: Types: central-splil, central -single pk(j., room unit. PTAC., none) 13. Healing system: Types: heal pump, elec. strip, nal. gas, L.P. gas, room or PTAC, none) 14. Hot water system: Typos: elec., nalural (las, solar. L.P. gas, none) 15. Hot Water Credits: a. Heal Recovery (HR) 1). Dodicatod I foal Pulnp(01111) c. Solar 16. HVAC Credits (Use: (CF-Ceiling Fan, CV -Cross vent, PT-Noguvnniable Thennoslal, I -IF -Whole horse Ian, W-Mallizone) 17. COMPLIANCE STATUS: (PASS i1 As -Built Pls. are less than Base Pis) a. Total As-Duill points o. Total Base points 11 JURISDICTION NO.: Please Type 1, New construction 2, M_ult -attached 3. 30 - 4, Yes 5• 8197 _ sq. ft. G. 1.0 It. Single Pane Double Pane 7a. _ sq. It. - sq. it. 7b. 80 sq. it. sq. it. aa. R= 14.7 _ 60 1.11. ab. R= _ sq. It. ac. R= , _ sq. It. 9a-1 R= _ sq. It. 9a-2 R= 13 855 sq. ft. 9a-3 R= _ sq. It. 9a-4 R= sq. It. 9b-1 R= sq. It. 9b-2 R= 13 279 sq. It. 9b-3 R= sq.lt. 9b-4 R= sq. It. 10a. R= 30 _ 829 sq.11. 10b. R= ^_ sq. 11. l oc. _. 11 a. I1= 6-0 , uncond tw.wrr, w"A) 11 b. cond . (c*ndA.www.) 12a. Type:clltrl_spl-tt 12b. SL--ER/EER/COP: 10.0 12c. Capacity: _ 24,000_ 13a. Type: Ela-Crip 13 b. I-ISPF/COP/AFUE: 13c. Capacity: 14a. Type: - Elec 14b. EF: 15a. --_ l5c. 16. CF 17. PASS 17a. _ 12168__- __ 17b. _-_.12296 CK 1 hereby co,lily Mal Iho plan;; awl specilicalions cove,od Uy Iho calculalion mo in I leviow of plans and spocilicatinnr covomd by this calculnllon complianco Willi Iho F 'da L:n odp. indicnle:: complianco with Iho Florida Enorgy Colo. nnloro conslruclion is complelod, this buildinll will bo inspected for PREPAnED DY: f44,: 4.1, DATE: C-ficomplianco in accordance wills Socllon 5SJ.9DO, F.S. outo/ s u nrtl s % /u mp li,lnco Willi Iho I Iotid nc o BUILDING OFFICIAL:% II f l/x,K1+LY.iDATr / OWNEnAGENTDATE: I. 0-23 SUMMER CALCULATIONS CLIMATE ZONES 4 5 6 41N L - 011 LFNG114— OVEBI IANG RATIO. ON HEIGI IT ORILNIATION OVERIIANG LENGIII 011 (FEET) GLASS AREA SO. FT.) SINGLE x SUMMER POINT PANE un MULTIPLIER DOUBLE -PANE X S P M SUMMER 011 FACTOR IIom6A•1) AS-DUILT GLASS SUMMER PIS CLEAR T- 5Ci.50 70.fi% 05.14 _ 71.04 --- iINTt 50.092 fi.7A'l.G 76.312 74.460 GO 92l 71.fi29 72.IG1 _- CLEAR' 40.48 G2.07 N - NC----- f SW W NW 75.27 _ 79 22 62 26 84 1 R79 79.A7 00.07 69.f0 5— 70.15 G7.22 60.595 50.75 fit 4 152.02 1 C1G.090 I P.22 COND WEIGIITED GLASS RASE N x FLOOR x MULTIPLIER - GLASS15 AREA SUBTOTAL 15 64.90 COMPONENT I BASE SUMMEN AREA x POINT. MULT. BASE SUMMER DESCRIPTION POINTS Ex7mi n i.855_-- no ncf_Nf 2"7-Zi PATLf"OR 4,11JACENTLG z I OR SINGLE u ASSEMBLY fY O LL INFILTRATION & INTERNAL GAIN FOUALS f l.0011 AIICA UII IFC11.Y UNIX11 1-.0.8- fOl SI All ON GRADE US1 I COW11-T1.1l LI:NG11 AS -BUILT GLASS SUBTOTAL w COMPONENT DESCRIPTION SUMMER AS -BUILT AREA x POINT. MULT. SUMMER 6A_2 7NRll 6A-6) POINTS 85' T- — T453— Yx--I .. rame - Ia _ra6— T_ T; Ext. see N SPACF. 70 v v TOTAL P FN I OASE S h{ ,{I T INTS _ AL COMPONENT AS -QUILT SUI, .R P01 T i COOLING VASE COOLING TOTAL BASE BASE SYSTEM SYSTEM x SUMMER COOLING POINTS-, POINTS-- MULTIPIJER_ 36 19683 1 7086 TOTAL I AS-DUILT I AS -BUILT I AS -BUILT AS -BUILT AS- DUILT x DM x CSM x CCM - COOLING SUMIPTS. GA-19)_ POINTS 17019 1.030 34 1 95 1 5662 AS - BUILT AS -BUILT AS-DUILT NUMUEIIBASEBASEAS -BUILT NUMBER FIOT WATER OF x 110'I' WATIII - IIOT WATER I10T WATER OF x IIWM x IIWCM IIOT WATER SYSTEM Il_EDROOM_ S — MUl1;IPLILII _ POINTS -_ SYSTEM DISC_ _ BEDROOMS GA-.9)— GA 20)—. POINTS- 1 z5G4 2564 Elec . 1 2820 1 2820 11 = IIORIZONTAL GLASS ISKYLIGHTS) 1f011 GLASS Wllli KNOWN SI IGC Oil SC, SEE: SECTION 2.1 APPENDIX C. TINT MULTIPLIERS MAY DE USED FOIL GLASS WI I I SOLAR SCBEf:NS, FILM, Oil TINT. D- 24*" WINTER CALCULATIONS CLIMATE ZONES 4 S 6 c„ o H H F1 ORIENTATION OVERHANG LENGTII UII (FEET) GLASS AREA S0. Fl.) SINGLE x WINTER POINT PANE on MULTIPLIER TINTS DOUBLE -PANE X WPM WINTER 011 FACTOR Isom 6A.10) AS -QUILT GLASS WINTER PIS CLEAQ IG.2'I -- I.! 944— Z— CLEAR 6.17_ G.1S— 1 9G — N- S-- 35 lM lZWS 97 W 11 L94--J9..L12—. Ee:93 rn COND WEIGHTED GLASS QASE x FLOOR x MULTIPLIER = GLASS15 AREA SUBTOTAL o IS 1 U_91 6.21 772 COMPONENT I BASE WINTER BASE AREA x POINT. MULT. WINTER DESCRIPTION POINTS EXTEmon 1.1 94 1 -- n61AURT-- Z 79— 1.0 50 2 -- ccN EXTERIOR_ 5_j o ADJACENT i4.0 o0 OR SINGLE .c u ASSEMBLY BAST: COLM, ARCA EUIIALS FLOOR a00JLL TRATION A FOf1 SLAM ON C.11ADF: USL" PCIAL11:I1.11 1.CNG111 r AS -BUILT GLASS SUBTOTAL 134_9_-- COMPONENT DESCRIPTION WINTER AS -BUILT AREA x POINT.MULT.= WINTER GA -I I THRU GA-15) POINTS 1. 6--- r steel# r ACTOR. CF-II ING AIWA OVE11 r r TOTAI. COMPONENT BASE WINTER POINTS TOTAL COMPONENS-BUILTTAWINTfR POINT', r BASE ITEATING TOTAL BASL• BASE TOTAL AS -BUILT I AS -BUILT AS -BUILT AS -BUILT HEATING SYSTEM x WINTER HEATING AS -BUILT x DM x 11SM x CM - HEATING SYSTEM MULTIPLIES POINTS-- POINTS WIN. PTS, GA-1G)_ GA-17)— GA-10)— POINTS 107 2473 2646 3544— 1.040 1.0 1 3686 BASE I BASE I BASE TOTAL AS-DUILT AS -BUILT I AS-DUILT TOTAL c COOLING + HEATING + HOT WATER DASE COOLING + HEATING HOT WATER = AS -BUILT o POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS P 2) from f. 2), Cnler on P. 1)_ From.P,_2) From,P, 2)T Enlcr on P.11SFrom2564 12296 0 1+ 1 = HORIZONTAL GLASS (SKYLIGITIS) 4'FOR GLASS WITH KNOWN SIIGC Oil SC, SEE SUCTION 2.1 APPLNDIX C. TINT MULTIPLICI1S MAYBE USED 1=011 GLASS WITII SOLAR SCREENS, FILM, OR TINT. 0- 2d Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM GOOA-97 Residential Whole Building Performance Method A CENTRAL 4 5 G PnoJECT Nnnne: P. anVation .i aAces .APt5.- nUILDER: Al n__D V_l.Qment AND ADDRESS: _Sanford, Florida- PERMITTING CLIMATE II 5 G DOFFICE: 'LONE: 4 OWNEII: Altman Development P[fIMIiNO.i I I `I-l UnISDICT10NN0.:I6n 1 5, ,O O) 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Is this a worst case? (yes / no) S. Conditioned floor area (sq. It.) G. Predominant eave overhang (II.) 7. Glass type and area: a. Clear glass b. Tint, film or solar screen 8. Floor type and insulation: a. Slab on grade (n-value -I- perimeler) b. Wood, raised (n-value -I- sq. 11.) c. Concrete, raised (R-value) 9. Net Wall type, area and insulation: a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood Irame (Insulation R-value) 3. Steel Irame (Insulation n-value) 4. Log (Insulation R-value) 5. Other: b. Adjacent: I. Concrete. block (Insulation n-value) 2. Wood frame (Insulation n-value) 3. Steel Iramo (Insulation n-value) 4. Log (Insulation n-value) 10. Ceiling type, area and insulation: a. Under allic (Insulation n-value) b. Single assembly (Insulation Ft -value) c. Radiant barrier installed (yes / no) 11. Air distribution system: a. Ducts (Insulation -I- Location) b. Air Handler (Location) 12. Cooling system: Types: central -split, central -single pkg., room unit. PTAC., none) 13. Heating system: Types: heal pump, elec. strip, nil. gas, L.P, gas, room or PTAC, none) 14. Hot water sysletn: Typos: elec., natural gas, solar, t..l'. gas, none) 15. Hot Water Credits: a. Heal Recovery (HR) b. Dedicated Heal Pump(DI-IP) c. Solar 1 G. HVAC Credits (Use: CI Ceiling Fan, CV -Cross vent, PT -Programmable Thomiostat, I -IF -Whole house Ian. W-Mullizono) 17. COMPLIANCE STATUS: (PASS if As -Built Pls. are less than Base P(s) a. Total As-06;1 points b. Total Base points I hereby cc$ lily Ihal Iho plains :till specilicaliom cevared by Iho calculation aro in compliance wills Iho r kr Lin 'odo. PnEPAnED DY: _ . .._ _. . , ` _ __.._._ DATE: _/Ob fl 1 hereby cc$lily Ihal il p esi n , inycongdiance wills [Ito Flood. 1: 1 y Ci i OWNfnAGENT 9Ani' ! _ !L/i!/Lflf.fta[._ DATE: PlonRR T rR 1, New construction 2. Multi attached 3, 62 -- 4 Yes s, 1T40 — sq. 11. 1.0 It. Single Pane Double Pane 7a. sq. IL --sq. It. 7b. 5 sq. 11. sq. It. On. H= 14.7 84 1.11. Ob. R=- _ , sq. It. Cc. R= _ sq. It. 9a-1 R= _ sq. It. 9a-2 R= 13- 756 sq. It. 9a-3 R= sq. It. ga-4 R= sq. It. 9b-1 R= sq. II. 9b-?_ R= 1_ 612 sq.lt. 9b-3 R= sq. it. 9b-4 R= sq. It. 1oa. n= 30 1140 sq.11. 10b. R= sq. It. 10C. 1111. R= 6.0 uncond l:.„d.ti l 11 b. cond . (condh conJ.) 12a. Type:cntr]Split 12b. SEER/EER/COP: 10.0 12c. Capacity: 2_ 1000 13a. Type: Elec si Lip- - 13b. I-ISPF/COP/AFUE: 13c. Capacity: I4a. Type: - Elec -_-- 14b. EF: 1.0 15a. 15b. 15c. 16. QF 17. PASS-- Va. l __..__ 17b. 1_8286___, CK noviow of plans and spocilicaliolin rovorod by this calculation indicalon compliance wills Iho I-'Iarida f_norgy Codo. noloro conslr(selion is rompleled, this huildinll will bo inspected lot compliance In aceoidanco will) :SDCllon 553.9011. F.S. DUILDING OFFICIAL: DATE: D-23 SUMMER CALCULATIONS CLIMATE ZONES A S G N L ---- 7I OFI LENGTH OVERFIANG f1AT10 = OfI11EIGlff OITILNI'AlION OVEITIIANG LENGTII Oil (FEET) 61.ASS AREA SO. FT.) SRIGLE•PANE x SUMMIJI POINT 01II MULTIPLIER 000IILE-PANT. S P M X SUMMER OII FACTOR 6A-1) AS -QUILT GLASS SUMMER PIS CLEAR _ 70.!'i7 -_ 65.14 01 ITO On-- 79.47 00.07 7.2 G_ TINTS - 50.092 _ 63.4213 _ 1fi.a72 7n.n n--- Ei1.921 71.629 G0.59G059 5 CCLEAR( I om 40.40 NC f e--- j- 62.07-- 75.27 7 T 2 r _- 62.26 G9.1110 70.15 NW 10.75 1il 1521 15G000 1 f. 2 COND I WEIGIITED GLASS BASE N .15 x FLOOR x MULTIPLIER = GLASS AREA _SUBTOTAL 15 e4.90 1-1-TT2-- y_ COMPONENT I BASESUMMEII AREA x BASE SUMMER DESCRIPTION POINT. MULT. POINTS no incLN r_ 612,- 3--_-- K I:XTLf110R nA 1.GoADJACENT o AS -BUILT GLASS SUBTOTAL 04-- COMPONENT DESCRIPTION SUMMER AS -BUILT AREA x POINT. MULT. SUMMER GA_2. TITBIT GA-G POINTS Ext.dame: Ext. see IF INFILTRATION 111 114014,11 TI 1I . 14.11 INTERNAL GAINS 1 OSF: TOTAL FLOOII AREA OF CONDIT ION( OSPACE. QMI'ONFNT BASE SUMME1.1 POINTS MPONENT AS• MIIIMME13 POINTS COOLING DASI COOLING TOTAL RASE BASE TOTAL AS -BUILT AS -BUILT AS -BUILT AS -BUILT SYSTEM SYSTEM x SUMMEII COOLING AS -BUILT x DM x CSM x CCM = COOLING MULTI{'Ll fl POINTS POINTS_ SUM_PTS_J_k7) GA•ll)_ GA•1— POINTS 26723 9620 20900 1.030 34 95 6953 AS-DUILT NUMBER AS-DUILT AS -BUILT AS -BUILT RIOT NUMBER BASE BASE WATER OF x RIOT WATER 110T WATER NOT WATER OF x IIWM x NWCM = IIOT WATER SYSTEM f1f:DROOMS__ MULTII Llf_Il - POINTS _. SYSTI:M_0r_ DEDIIOOMS GA-9) _ GA•20)_ 1 POINTS_ 540225G45128Elec . 2 2820 11= II0I11ZONTAL GLASS (SKYLIGI ITS) FOR GLASS WITIT KNOWN SIiGC Oft SC, SEE_ SECTION 2.1 APPENDIX C. TINT MULTIPLIERS MAY BE USED FOR GLASS WITIT SOLAR SCREENS, FILM, OR TINT. D-24" a WINTER CALCULATIONS CLIMATE ZONES 4 5 6 rn LJT H ai ORIENTATION OVERIIANG LENGTH Oil ( FEET) GLASS AREA O. II.) SINGLE x WINTER POINT CLEAII-" 17. 7_ — PANE uA MULTIPLIER TINTt-- Y 11I, 19G.__ OODULE• PANE WPM CLEA- — X WINTER On FACTOR Uom6A• 10) AS- OUILT GLASS WINTER PIS N QQ— 759 7 Sw1'-._ l.Z.iS.-- It1.QJ7-----6.49_—'ram 1VAQ— G.5I— W 14112 I COND I WEIGHTED GLASS QASE yx FLOOR x MULTIPLIER = GLASS 15AREA SUQ OTQL COMPONENT BASE WINTEIT VASE DESCRIPTION AREA x POINT. MOLT. WINTER POINTS EXEnt R 1.1 8-i 1 nGJn EN— 612 1.0 EXTERIOR 5. 1 lul o ADJACENT o g, 0 AS -BUILT GLASS SUBTOTAL f4* 9- 4-- COMPONENT DESCRIPTION WINDER AS - QUILT AREA x POINT. MULT. = WINTER GA- IITHIIU GA -IS) POINTS f rame--' 97- I = I UNDER ATTIC tiL][ Q 1; _h.H.4 — .!llliLeX 8LL>G I IZ_ .o vo•t I OR SINGLE .6 W ASSEMBLY _ Wilh Rallianl [Iarricr _ _x .05 U VASE CCILINC: AIIU E(RIALS FLWH ARCH OIR I LY UNUCII CEILING. ASd1UILT C[1LING AREA F0UALS ACTUAL CFI( ING S(x1AnE FOOTAGE. INFILTRATION & 1 14_. j02t1 772= T INTERNAL GAINS USE TOIAL FLOOR AREA OF CONDNIONFI) SPACE. TOTAL COMPONrNT BASF WINTER POINTS Q(IP4NENT AS-uUILT WINTf:R POI T BASE I It.-- ATING TOTAL BASE DASE TOTAL AS -QUILT I AS -BUILT AS -BUILT AS -BUILT HEATING SYSTEM x WINTER HEATING AS -BUILT x DM x IISM x HCM IIEATING SYSTEM MUUIPI, If11 WIN. PTS_._ jGA•iG)— GA_10)— POINTS_ 1.07 POINTS 3307 POINTS 3538 4079 1.040 GA•17)— 1.0 1 4242 BASE I BASE I BASE I TOTAL AS -QUILT I AS -BUILT I AS -BUILT I TOTAL COOLING + HEATING + HOT WATER = BASE COOLING + HEATING + IIOT WATER = AS -BUILT a o POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS From P.- 2)- I _ I _ (From P.2) (_(Enter on P. lj_ (From P. 2) I _ __---- —I _(From P._2)--(E--c on P. I 'H = HORIZONTAL GLASS (SKYLIGI ITS) 'FOR GLASS WITI I KNOWN SNGC OR SC. SEE SECTION 2.1 APPENDIX C. TINT MULTIPLIL"RS MAY BE USED FOR GLASS WITI I SOLAR SCREENS FILM, OR TINT. U-26' Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM GOOA-97 Residential Whole Building Performance Method A CENTRAL 4 5 6 11110JECT NAMc Pants1 iQX! L )C _1) t5_• nLIILDER: Al.tman_-ve open --------- AND ADDRESS Sanford, Florida_. ^PERMITTING .-ore CII- I OrrICE: ZONE: 4 5 XX G Apt_. C- 2 _ _ _ ..._ ___.... owNER: renMlr No. - _ lun solcnoN No.: 6 9 1 .5.0 0 Altman Development _..._ . __. .n - - 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Is this a worst case? (yes / no) 5. Conditioned floor area (sq. It.) 6. Predominant cave overhang (I1.) 7. Glass type and area: a. Clear glass b. Tint, film or solar screen 8. Floor type and insulation: a. Slab on grade (n-value + perimeter) b. Wood, raised (Fi-value + sq. IL) c. Concrete, raised (R-value) 9. Net Wall type, area and insulation: , a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation R-value) 4. Log ( Insulation R-value) 5. Other: b. Adjacent: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel Irame (Insulation R-value) 4. Log ( Insulation R-value) 10. Ceiling type, area and insulation: a. Under attic (Insulation 1-1-value) b. Single assembly (Insulation R-value) c. Radiant barrier installed (yes / no) 11. Air distribution system: a. Ducts ( Insulation + Location) b. Air Handler (Location) 12. Cooling system: Types: central - split, cenlral-single pkg., room unit, PTAC., none) 13. Healing system: Types: heat pump, elec. strip, na1, gas. L.P. gas, room or PTAC, none) 14. Hot water system: Typos: clec.. natural gas, solar, L.P. gas, none) 15. Hot Water Credits: a. Heat Recovery (HR) b. Dedicated Heal Pump(DI-IP) c. Solar 16. HVAC Credits (Use: CF-Ceiiil(jFan, CV -Cross vent, PT -Programmable Thennoslal, tIF-Wholo house ( an, W-Mullirene) 17. COMPLIANCE STATUS: ( PASS if As -Built Pis. are less than Base Pis a. Total As - Built points b. I"1131 Base points I hereby cellily Mal Iho plans and specifications raveled try Iho calculation mo in complianco will) 1l1ty. 1TJida E-IwV,)q)Codo. 4 / - PnEPAnED OY: UATE: JAI! I hereby cenily lha luildin.( a oil noted is ony/hyn:o wtiil the rlonJ t n l0y N. owNEn AGr_N V" i JJ DATr t y 1 Please Type 1, New construction 2. Multi attached 3. 1-$_ 4. Yes 5, 1141 sq. It. 6, 1_0 It. Single Pane Double Pane 7a. sq. It. _ sq. It. 7b. 118 sq. 11. _sq. It. Oa. R= - , _ 1. 11. Ob. n-- sq. Il. Oc. R= Sq. 11. 9a-1 n= _ sq. It. 9a-2 R= 13 1000 sq. it. 9a-3 R= sq. It. 9a-4 R= sq. It. 9b-1 R= sq. It. 9b-2 n= 13_ 288 sq. it. 9b-3 R= sq. It. 9b-4 n= _ sq.11. 10a. n= 30 1141 sq. (I. 101). n= sq. 11. 10c. 11 a. R= 6.0 uncond t« od.A, lw K) 11 b. cond. ( Ca d.A*W.Ond.) 12a. Type:cllt 1-SP-Ut 121). SEER/EER/ COP: 10.0 12c. Capacity: 30, 000 13a. Type: F, 1 ec trip 13b. 1-ISPr/ COP/AFUE: 13c. Capacity: I4a. Type:_-- 14 b. EF: 15a. 15b. 15c. 16. CP 17. P_ j1SS _ 17a. 18830171)._ 19100__ CK noviow of plans and specilicatiolls covorod by Ihis calculnlion hxlicalos complianco will) Iho Florida Enor9y Codo. Doloro conslruclion is rompleled. Ihis building will bo inspecled for compliance in accoidanco with Soclion srj.900, F.S. DUILDING OFFICIAL: DATE: t. l)-23 SUMMER CALCULATIONS CLIMATE ZONES 4 5 6 c r- L - I FI OHLENGTH OVERI' IANG RATIO = Ol) FII:IGI7T OIIICNTAIION SC - SN! OVERHANG LENGTII Oil ( FEET) GLASS AREA SO. FT.) SINGLE x SUMMER POINT CLEnR 05. 14 _ DJ 00 71 04 PANE on MULTIPLIER TINP BOUOLE- PANE S P M CLEAR X SUMMER Oil FACTOR 11rom6A. 11 AS - BUILT GLASS SUMMER PIS 76. 372 74 460 63 921— 62. 07 y95 2284 75. 77 73 22 62 26'— 84 1879 34-- 69_. GO_ 79.47 67_ 07_ G7. 2a 1?. If I— i2161G0. 595 70 15, 50. 75 91_ 229R WNW 1— r2- F11 152 b 13G.B90 13371 COND WEIGHTED GLASS MSE Nx FLOOR x MULTIPLIER GLASS 15AREA SUBTOTAL I! i 14T- G4.90 TTTT— COMPONENT RASE SUMMCR BASE DESCRIPTION AREA x POINT. MULT. SUMMER C- XToioft_ QQ J_1. 0 POINTS 1( i AOJACINf LiStS 7_ ADJACENT AS - BUILT GLASS SUBTOTAL REV — COMPONENT DESCRIPTION SUMMER AS -DU LT AREA x POINT. MULT. SUMMER GA-- 2 THRU GA-6) POINTS wl._ frame 88__ F. x stjee_ 21 —_ A _ 8 — 1 Q 1 25 OFt SINGLE' f, - u ASSEMBLY With R.Rlim)117;ulicr x .70 c -------- ---- -----------_. - __.. _ -_ - _---- IIASI'. CEILING nlil.A FOUALS FLOOR AIIFA OIRI'CII.Y ONDfll CCII.IN(',. ASl)011.1' C17LING Af11iA fOOALS ACTUAI, CEII.INC SOUAf1C FOOTAC.f_. USE IOTAL f LOOR ARC n OF TOTAL COMPONENT BASE SUMM1=IjPOINTS COOLING BASE COOLING TOTAL DASC BASE SYSTEM SYSTEM x SUMMER COOLING 41ULTIPLIFR POINTS POINTS — 3G 29437 1-10597 TA MPONf_NTNS-DUILT SUMMER POINTS TOTAL AS-DUILT I AS -BUILT AS -BUILT AS -BUILT AS - BUILT x DM x CSM x CCM = COOLING SUM_ PTS_ GA_7)- j_0L_- 6A•19)— POINTS_ 25448 11.030 1 0.34 0.95 8466 NUMBER I IIASE BASE AS -BUILT NUMBER I AS -BUILT I AS-DUILT AS -BUILT HOT WATER OF x I IOT WATER HOT WATER IIOT WATER OF x HWM x HWCM HOT WATER SYSTEM REDROOMS- MULTIPUfR_ POINTS SYSTEM Df:-SC_ BEDROOMS GA-!Jl-- GA-20(— POINTS- 2 a564 5128 Elec. 2 2820 1 5640 11= HORIZONTAL GLASS SKYLIGHTS) FOR GLASS WITI I KNOWN SI IGC Oft SC, SEE SECTION 2..1 APPENDIX C. TINT MULTIPLICIIS MAY BE USED FOR GLASS WIT I I SOLAR SCREENS, FILM, OR TINT. D- 24'2 WINTER CALCULATIONS CLIMATE ZONES 4 5 G ur LJT- H H ORIENTATION OVERIIANG LENGTH 011 (FEET) GLASS AREA S0. FT.) SINGLE x WINTER POINT PANE OR MULTIPLIER TINT?_ DOUBLE -PANE WPM X WINTER011FACTOR prom 6A-10) AS-OUILI GLASS WINTER PIS CLEAR CLEAO 847 N_-- c,,t rI_._.._ tu`14--- i--- I. 5— q7 562_ 97 612— COND I WEIGHTED GLASS QASE r^ .15 x FLOOR x MULTIPLIER = GLASS AREA _SUBTOTAL 15 6.21 - COMPONENT BASE WINTER BASE AREA x = WINTER DESCRIPTION POINT. MULT. POINTS T-RIbR — IT A6JAUN7`--2i38 1.0 EXT01101-11 2 1 sJ _ 1.0-7--__- o nwncrnir 4.0 o OR SINGLE uASSEMBLY DASL I ICATING I TOTAL BASE BASE HEATING SYSTEM x WINTER HEATING SYSTEM MULTIPLICR POINTS 1.07 3154 POINTS_ 3375 COOLING IIEATING a IIOT WATCR 1 BASEa o POINTS ` I POINTS I POINTS I POINTS AS -QUILT GLASS SUBTOTAL 2023 COMPONENT DESCRIPTION WINTEII AS -BUILT AREA x POINT. MOLT. = WINTER GA-IITHIIUGA- 15) POINTS M- Trame TOD— T- B------ A 1, frame 6 - PrVVI ®®® I CEILING AIIEA lAl CQMPONI_NT AS•QU[LT WINTF.n r01 T TOTAL AS -BUILT I AS -BUILT AS -BUILT AS - BUILT x DM x IISM x IICM WINPTS_ _{ GA-iG)` {GA4J—(6A-10)^ AS - BUILT HEATING POINTS 4755 1.030 1.0 1.0 4898 AS - BUILT COOLING POINTS AS - BUILT AS -BUILT HEATING + IIOT WATER - POINTS POINTS TOTAL AS - BUILT POINTS I ' H = HORIZONTAL GLASS (SKYLIGIITS) 1F011 GLASS WITII KNOWN SIIGC OR SC, SEE SECTION 2.1 APPENDIX C. TINT MULTII'LIF_RS MAY DE t USED FOR GLASS WITII SOLAR SCREENS, FILM, OR TINT. D- 20- Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM GOOA-97 Residential Whole Building Performance Method A CENTRAL 4 5 G 1'110JECT NAME: P 1RiT i<ll lt It )SeS_..11[21- LlUILDEn: _ ltin rt_ V Opment _ _ AND ADDRESS: Sanford _ Plorida 3-_ PEf1MITTING CLIMATE - ZONE: nI.- Apt. C- A^ 4OFFICC - --_ - - ----- - !-! - OWNEn: Altman Development PERMIT I^ IL^--r-l] Uf11S01CTIONNO.: r 9 1- S __O 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Is this a worst case? (yes / no) S. Conditioned floor area (sq. II.) G. Predominant cave overhang (I1.) 7. Glass type and area: a. Clear glass b. Tint, film or solar screen 8. Floor type and insulation: a. Slab on grade (R-value + perimeter) b. Wood, raised (R-value -I- sq. 11.) c. Concrete, raised (n-value) 9. Net Wall type, area and insulation: a. Exterior: 1. Concrete block (Insulation n-valuc) 2. Wood frame (Insulation n-value) 3. Sloe[ (rime (Insulation 11--value) 4. Log (Insulation n-value) 5. Other: b. Adjacent: 1. Concrete block (Insulation n-value) 2. Wood frame (Insulation R-valuc) 3. Steel frame (Insulation n-value) 4. Log (Insulation 1-1-value) 10. Ceiling type, area and insulation: a. Under allic (Insulation n-value) b. Single assembly (Insulation n-value) c. Radiant barrier installed (yes / no) 11. Air distribution syslenn: a. Ducts (Insulation -I- Location) b. Air Handler (Location) 12. Cooling system: Typos: conlral-split, central -single pl(g., room unit, PTAC., none) 13. Healing system: Types: heat pump, elec. strip, nal. gas. L.P. gas, room or PTAC, none) 14. Hot water system: Types: elec., natural gas, solar. L.P. gas, none) 15. Hot Water Credits: a. Heal Recovery (I-IR) b. Dedicated I -foal Pump(DI-IP) c. Solar 16. HVAC Credits (Use: CF-Ceilutg Fan, CV -Cross vent. P'rdtrogramnirible Thermostat, NF•Wltole houso Ian, MZ-Mullizone) 17. COMPLIANCE STATUS: (PASS it As -Built Pis. are less than Base Pis) a. Total As-Buill points b. Total Base points Plense Typo 1. New construction 2. Multi attached 3. 8 -- 4. Yes 5. 1147 sq. It. G. 1.0 It. Single Pane Double Pane 7a. sq. It. __sq. It. 7b. 1110 sq. It. _sq. 11. Oa. R= I. It. Ob. n= _ sq. It. Cc. R= _. , __. sq. 1t. 9a-1 R= _ sq. It. 9a-2 R= 1.3_ 657 sq. it. 91-3 R= sq. 11. 9a-4 R= sq. It. 9b-1 R= sq. It. 9b-2 n_ 13 702 sq.11. 9b-3 n= s(1.11. 9b-4 R= _ sq. it. 10.1. R= 30 1089 sq. It. 10b. n= sq. ft. 10c. 11 n. R= 6-0 , uncond Ica,J.10MO l.) l 1 b, cond . IcaxrJwreaw.) 12a. Type:cII -rtr GPJ- t 12b. SEER/EER/COP: 10.0 12c. Capacity: 24,000 13a. Type: Elec trip 13b. I-ISPF/COP/AFUE: 13c. Capacity: 141. Type: _ Elec - __-- 141). EF: 15.1. 15b. 15c. 16. CF^ 17a. 1.8879171). 19513 CK I Ilcnnby ceilily Ihat Iho plan; and specilicalion:: cove're(1 by [Ito calculalion aro in noviow of plans and spociticalions covorod by this calculalion compliance Willi tho 1 a L=ne y odo. indicator contplinnco with Iho Florida Error ,y Codo, noloro ATE: b Iconstruction is complelod, this buildinll will bo inspecled for PfIEPAnED DY _ 1 complianco in acrordanco Willi Suction 55J.9011. 1--.S. Ihrrobymrlilyth.nll' , i lin,l, osi:I :d, ClN11t/II:IIN:I;Wi111111/lI1(/1(da'Ln(ii yG o, pl1ILDINGef-FICIAI: OWNFn AGEN jDATE:?Q._ DATE: -- - _ 1. D-23 AS -BUILT GLASS SUBTOTAL 6337 — SUMMER AS-DUILT COMPONENT COMPDESCRIPTIONENTCOMP AREA x POINT. MULT. = SUMMER GA•2 TNRII (iA-G) POINTS Ext. IT47 Add`.—game Q InnKAr:P rAl rill ATIONS CLIMATE ZONES 4 5 6 u 11 OH LENGTII OVGRFUINGf1AT10= 6IIILIGIIT 0911LIAIATIOIA tJ[ OVEIVIAIIG LENGIII Oil (FEET) GLASS AREA x SO. FT.) SIIIGLE-PANE SUMMER 1,0114f CLf:AII 55.'.;11 70.:;7 7 I 0 I 79.d2 OOAi- 7.2- G1 al MULTIPLIER 11141' — 50.092 Ii9,42G 76.;172_ J4 If0 63,921 OOUIILE-PANE x S P M CLEAN+ 40.411 fi1.07 75.2/ _ 7922 62.26 SUMMER - Oil FACTOR - 110106A•I) AS-RUILT GLASS SUMMER PIS 95 W 71b29' 72..Ifl— f0.595 1 jt,'6967 f9.fA_ a 70.I i l1.75' 137.2.2 r— NW I11 I!,Z.OIi COND WLIGIITEO GLASS IIASE 1 J x FLOOR x MULTIPLIER = GLASS J AREA SUBTOTAL TTTBo_ u 1.` I!i G4.90 COMPONENT RASE b'UMMf_Il AREA x POINT. MULT. Dnsr- DESCRIPTION POINTSUMMERPOINTS cxiciil011 i,o. ADJACE NT LE n LX1L111011_21 ADJACENT 1.G0 INFILTRATION 6 _—J1}.1,—I 14_JI `L__ .9 ! `k _..I I- 1i!L 11_ 1 ' I - INTHINALGAINS II.- TOfAL111NN1AIIEA(BCON01f1014E0SPACE TOTAL :R(ONFNTUAUMM LVDI COOLING BASE COOLING I IOTAI. IIASI: BASE SYSTEM x SUMMEII COOLING SYSTEM MU.If'I,ICIi POINTS POINTS_ 36 l_ 29514 _I 10625 110T NUMBER IIASE BASE WATER OF z I IOT WATER IIOT WATER SYSTEM IIfOROOMS-- MI1l11PLIL11 _ TPOINPi__-_ 2 5G4 5128 Tnl cowl'ONE NT AS-I1y1LT SUMMCn 1101 T TOTAL Ai •_DUILT AS•UUILT AS -BUILT x DM x CSM x PTS_ —(GA-0)——POINTS AS -BUILT CCM AS -BUILT COOLING SUM. 25073 1.030 34 95 8342 AS -BUILT IIOTWATE11 SYSTEM DESC_ Elec. NUMOL--11 OF x 2 A IIWM x 2820 AS-DUILT IIWCM = 1 AS•OUILT IIOTWATER 5640 I I = I IORIZON I'AL GLASS (SKYLIGI1IS) 'FOCI GLASS WI TI I KNOWN 51IGC Oft SC. SEE SECTION 2.1 APPENDIX C. TINT MULTIPLIERS MAY BE ) USED FOII GLASS WIII1 SOI-AIL SCRI`I:NS, FILM, OR TINT. I D-24' A WINTFR rAI rill ATIONS CLIMATE ZONES 4 S 6 JTL ORIENTATION OVF.RIIANG LENGTH Oil (FEET) CLASS AREA x SO. F7.) SINGLE WINTER POINT PANE 00 MULIIPLIEO DOUBLE -PANE X WPM CLEAR WINTER Oil FACTOR prom 6A.10) AS•OUILT GLASS WINTER PIS GLEN_ TINT'+ A1_.—.97 865 4— G.;LI,. jil W_ 61.._—ILfiS__ NW__ 1 1773--IMI rnI CONO I WEIGHTED GLASS QASE g x FLOOn IT MULTIPLIER = GLASS15 AREA SUBTOTAL 15 6.21 COMPONENT I DASE WINTER AREA x POINT. MULT. BASE WINTER DESCRIPTION POINTS I Ibn 5— I.1 7-4.3ti— lL67A[NT— 70? o _._ 264— NI EXTERIOR 21 5.1 ADJACENT 4_0 107 0 UNDER AT] OR SINGLE ASSEMBLY AS -BUILT GLASS SUBTOTAL 193Z-- COMPONENT WINTER AS-DUILT AREA x POINT. MULT. = WINTER DESCRIPTION GA-IITI IIIUGA- 15) POINTS AJ frames Radia UNIA11 COILING, ASJIUII.T TOTAL COMPONENT ASE I__WINTER POINTS r BASE IICATING I TOTAL BASE BASE HEATING SYSTEM x WINTER HEATING SYSTEM MULTIPLIER POINTS_ POINTS_ 1. 07 3514 3760 BASE BASE BASE TOTAL a COOLING HEATING + HOT WATER BASE o POINTS POINTS POINTS POINTS CEII ING I TOTAL PQDF POINTSNEAD TOTAL AS- DUILT I AS -BUILT AS -BUILT AS-DUILT AS-DUILT x DM x HSM x HCM HEATING WIN. PTS_ GA-16)_—(GA---_(GA-10)_ POINTS 4709 1. 040 1.0 1 4897 AS-DUILT AS -BUILT AS-DUILT TOTAL COOLING HEATING + HOT WATER = AS -BUILT POINTS POINTS POINTS POINTS From P. 2) I _I __,_(Fr,qIgP.2)___, En1cr on P. I)— H = ITORIZONTAL GLASS (SKYLIGI ITS) 'FOII GLASS W11I I KNOWN S1IGC OR SC, SEE SECTION 2.1 APPENDIX C. TINT MULTIPLIIcR5 MAY BE USED FOR GLASS WITI I SOLAR SCREENS, FILM OR TINT. D-20. I Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR DUILDING CONSTRUCTION FORM GOOA-97 Residential Whole Building Performance Method A CENTRAL 4 5 G PITOJECTNAME: PlantatiQ.n J a%es_AptS._. nUILDEIt _Al' lrl_.1 v j_ Ixllent AND ADDIIESS: I Sanford, Florida-.------- PERMITTING CCLIMATE I- r Apt_C-4 - --- OFFICE: ZONE: 4 c OWNER:-- -- Altut1n D-velopnent PCIIMIiNO.1 I--(-hl ] JURISDICTIONNO.:I6 9 l .5`0 VI 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Is this a worst case? (yes / no) 5. Conditioned floor area (sq. It.) G. Predominant cave overhang (I1.) 7. Glass type and area: a. Clear glass b. Tint, film or solar screen 8. Floor type and insulation: a. Slab on grade (R-value + perimeter) b. Wood, raised (R-value -I- sq. It.) c. Concrete, raised (R-value) 9. Net Wall type, area and insulation: a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation R-value) 4. Log (Insulation R-value) 5. Other: b. Adjacent: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation R-value) 4. Log (Insulation 1-1-value) 10. Ceiling type, area and insulation: a. Under allic (Insulation R-value) b. Single assembly (Insulation R-value) c. Radiant barrier installed (yes / no) 11. Air distribution system: a. Ducts (Insulation -I• Location) b. Air Handler (Location) 12. Cooling system: Types: central -split, cenlral-single pkg., room unit. PTAC., none) 13. Healing system: Types: heal pump, elec. strip, nal. gas, L.P. gas, room or PTAC, none) 14. Hot water system: Types: elec., nalural gas, solar, L.P. gas, none,) 15. Hot Water Credits: a. Heat Recovery (I-IR) b. Dedicated Heat Purnp(DFIP) c. Solar 16. HVAC Credits (Use: CF-Ceiling Fan, CV -Cross venl, PT-Piogramnlablo Thermostat, I•IF-Wltolo house fail, MZ-Killizonc) 17. COMPLIANCE STATUS: (PASS !(As -Built Pls. arc less than Base Pis) a. Total As -Built points b. Total Base points lease Typo 1, New construction 2. Multi attached 3. 4.cs 5. 1209 _ sq. it. G. 1_0 it. Single Pane Double Pane 7a. sq. it. _ sq, It. 7b. 101 sq. It. _sq. It. oa. R= 14.7 _ 98 1.11. Ob. R= , sq. It. OC. R= _ sq. It. 9a-1 R= _ _ sq. It. 9a-2 R= 1_ 882 sq. It. 9a-3 R_ - sq. It. 9a-4 11= sq. It. 9bA R= sq. It. 9b-2 R= 13 567 sq. It. 9b-3 R= sq. It. 9b.4 R= sq. It. 10a. R= 30 1209 sq. It. 10b. R= sq. It. 10c. 11 a. R= 6.0 uncond t,.nt atwtJ 11 b. cond . Ica, I n.kawa 12a. Typc:cil# rl s.[?Ut 12b. SEER/EER/COP: 10.0 12c. Capacity: 36000 13a. Type: E ec strip 13b. I-ISPF/COP/AFUE: 13c. Capacity: - 14a. Type: _ Elec ` 14 b. EF: 15.1. 15b. 15c. 1 G. CF 17. MSS____ 17a. 1-7.929-_..__. 17b. _ _18900_-.-. CK 1 hmoby cotlily Ihal Iho Id:nts att,l spnrilit:alicn> : covvrod by (ho calculalion:uo In noviow of plans and spocilicaliotts covorod by (his calculation conlpllatico will) iho I: 'da 13no y odo. Indicales complianco Will) Iho Flotilla I-norgy Codo. DOloro conslruclion is compleled, This huilding will ho inspected lot Pl1EPA11ED BY,DATE. II _ Compliance In accotdanco WIIII Section 55.I.901). F.S. I hereby cot Fly (ha tilduu s ti '1) coiigtli4ni:0 will) (bo 1'lotitl ntn y Co o. BUILDING OFFICIAL: _ OWNFII AGE @ DATE: DATE: _ l. D-23 SUMMER CALCULATIONS CLIMATE ZONES 4 5 G to— aN JI7 I _ L _ II Oil LCNGTH— OVCRI IANG IIATIO = OI I HCIGIIt ORIENTATION 1J NC OVI:NIIA"G LENGIII Oil (FEET) GLASS AREA SO. FT.) SIITGLE-PANE x SUMMER POINT jj---- 55.50 70.57 UII MULTIPLIED TiINP 02 fi;L42Ci DOUDLE-PANE X S P M SUMMER Oil FACTOR Ulom6A•1) AS-DUILT GLASS SUMMER PTS CLEAR 41t.41125j— 1190 62.07 9 SI—_ SJ SW W l19.00 71..04 70.47 00.07— 74.460— 73.22 G22G~ G9.60 I Q0 63.921 _ 71.629 72.IGIT CiO.!i!l i— I en90 5 37 1-. 6b-- 70.15 50.75 1,17.22 91-- 41 Ci7.21 111 152.O1i-- COND I WEIGHTED GLASS LASE N j 5 x FLOOR x MULTIPLIER GLASS uRCA SUBTOTAL 1(i 09 G4.8U 1 1784— COMPONENT BASE SUMMER AREA x BASE SUMMER DESCRIPTION POINT'. MULT. POINTS_ EXTERIOnI_NT= AOJAC 7 397- EXTERIOR AUJAC_f_NT 1-20-1-10J-11.G AS -BUILT GLASS SUBTOTAL 606 1 COMPONENT CODESCRIPTIONPENT SUMMER AS -BUILT AREA x POINT. MOLT. = SUMMER GA-?.'f1iRUGA•Gt POINTS Ext . fr 1.7— 14 9 _cL Ac1jrame 6 34 9 F. xt 21 4.A 1n1 OR SINGLE _ .f-j— ASSEMBLY _ _ — Wdh R Illimll Dvncr _ _ x .70 RASE 0i11.ING AIIFA TOVA S FLlNxl ARFA DIDI'CII V IINOFII C.L"11 LNG, A Illlll 1 C,I'111Nf At II A FTN.IAL : ACTI JAI CI]I INf. SOMATIC FOOTAGE' INFILTRATION & 12Q9 INTERNAL GAINS USE TOTAL rUXxl AREA OF CONOIIIONCD SI'ACC. TOTAL COMPONENT BASF SUMMER PQ(NTS I 2907T7 17AL COMPONENT AS-DUILT SUMMERPOINT BASE COOLING 101'AL BASE BASE TOTAL AS-0UILT AS-DUILT AS-DUILT AS-DUILT COOLING SYSTEM x SUMMER = COOLING AS-DUILT x DM x CSM x CCM = COOLING SYSTEM MULTIPLIER POINTS POINTS SUM. PTS_+ffk 7) _ GA_0) GA-19L POINTS.36 28074 10107 22930.030 34 95 7629 I10T NUMBER BASIL BASE WATER OF x HO'f WATER IIOT WATER SYSTEM OEOf100MS_ MULTIPLIER 2504 - OIN' fS 2 5128- AS- BUILT NUMBER AS-DUILT I AS -BUILT I AS-DUILT HOT WATER OF x HWM x HWCM HOT WATER SYSTEM DESC,_ 0fDIl00MS_ GA.) — GA-20)i POINTS Elec. 2 1-2820 1 5640 r' I I = HORIZONTAL GLASS (SKYLIGHTS) 7FOR GLASS WITII KNOWN SIIGC OR SC, SEE SECTION 2.1 APPENDIX C. TINT MULTIPLICIIS MAY BE L USED FOR GLASS WITH SOLAR SCREENS. FILM. OR TINT. D- 24"' WINTER CALCULATIONS CLIMATE ZONES 4 S G n 0 LJT II Fli ORIENTATION N1179_-^LUJ'JG 7__ N- OVEANANG LENGTH 011 (FEET) GLASS AnEA x SO. Fl.) SINGLE WINTER POINT CLEAII--- PANE- on MULTIPLIEII 11Ni -- DOUDLE-PANE X WPM CLEAR WINTER 011 FACTOn IIom6A-10) AS -BUILT GLASS WINTEn PTS 17.070. 4— 17 77- -- IG10_ W_ 115 IL44 14112 Q L_- COND I WEIGHTED GLASS QASErn g x FLOOR x MULTIPLIER - GLASS15 AREA IS 120— 6.21 SUBTOTAL T1ZG— v_. COMPONENT BASE WINrEFl BASE AREA x = WINTER DESCRIPTION POINT. MULT. POINTS EXTE1i1 Il- a82 n13JA`CC9fi-_—.1.0.2_1___ AWACENT 4_ g AS -BUILT GLASS SUBTOTAL 1%5%— WINTER AS•UUILT COMPONENT AREA x POINT. MULT. WINTER DESCRIPTION GA-IITHIIU GA-15) POINTS 8_2_-- J5B_9_. S67—_ 5— 907 x-. see I i I On SIN ATTIG—2.0) s /L5 unae aLL1C I LILT _ o r on SINGLE —_— .G w ASSLMDLY — Willi Radiant harrier.OS _ nA51' CFI(INf AIIFA EQUALS fIOnILANFA DINI-CILY IINUF:R AS IIUILI CEILING AAFA f011ALS ACTIIAI. CUR INC. SOUAIIF RIOIAGf:. INFILTRATION 8 -0,20 - Tl 1 — _0.711— - INTERNALGAINS USCIroinl Fl0014nR[A OFCONDIJIONFN ,PACT=. TOTAL COMPONENT BASE WINTER POINTS 1 _ ' I TPOINTS BASE-1ILATING I TOTAL BASL BASE HEATING SYSTEM x WINTER HEATING SYSTEM MULTIPLIER POINTS POINTS 1.07 3425 3665 TOTAL IAS-BUILT I AS -BUILT AS -BUILT AS' BUILT AS -BUILT x BM x IISM x 11CM HEATING WIN. PTS_ GLA-1G)--jGA-i_ 7]—_(GA-tOj—_ POINTS 4481 1.040 1.0 1 4660 CASE BASE BASE AL AS BUILT AS -BUILT AS -BUILT TOTAL a COOLING + HEATING HOT WATER =SE710 COOLING HEATING NOT WATER = AS -QUILT o POINTS POINTS POINTS TS POINTS POINTS POINTS POINTS r- From P. 2)— lrroni P. 2 _(n f'. 1)_ r m.' a 62 From P. 2 Enlcr oR P. 11-- - --- — FI = HORIZONTAL GLASS (SKYLIGHTS) 'FOR GLASS WITI I KNOWN SI IG ' C OR SC. SCESECTION 2.1 APPENDIX C. TINT MUl.ill LILR,, MAY BE USED FOR GLASS WITFI SOLAR SCREENS FILM ON TINT. U- 2d- n Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM GOOA-97 Residential Whole Building performance Method A CENTRAL 4 5 G PROJECT NAME: Plant atiQn LIa]Ct S AptS . r1UILDf_n: 111tma_nl vel ppmIT1ent AND ADDIAESS. Sanford, Florida PERMITTING CLIMATE - j j ( OFFICE: LONL•: 4 I ' I^G I_ -_.I Q P[fMIT _ ` JURISDICTION NO.:owFI I 15 ER: Altman Development 1' lea%r Iypr 1. New construction or addition 1. New construction 2. Single family detached or Multifamily attached 2. Multi attached 3. If Multifamily -No. of units covered by this submission 3. ems_-_ 4. Is this a worst case? (yes / no) 4• YesS. Conditionedfloorarea (sq. II.) S. 1227_._ sq. ft. G. Predominant eave overhang (11.) G. 1_0 ft. 7. Glass type and area: Single Pane Double Pane a. Clear glass 7a. sq. It. _ sq. ft. b. Tinl, film or solar screen 7b. 141 sq. ft. sq. It. 8. Floor type and insulation: a. Slab on grade (Ft -value + perimeter) Ila. R= I. ft. b. Wood, raised (R-value -I• sq. II.) tlb. R= sq. It. c. Concrete, raised (R-value) oc. R= sq. It. 9. Net Wall type, area acid insulation: , a. Exterior: 1. Concrete block (Insulation R-value) 9a-1 R= _ _ sq. It. 2. Wood frame (Insulation R-value) 9a-2 R= 13 972 sq. ft. 3. Steel frame (Insulation R-value) 9a-3 R= _ sq. ft. 4. Log (Insulation R-value) 9a-4 R= sq. It. S. Other: b. Adjacent: I. Concrete block (Insulation R-value) 9b-1 R= sq. It. 2. Wood frame (Insulation R-value) 9b-2 R= 13 342 sq. It. 3. Steel frame (Insulation 11-valuo) 9b-3 R= sq. It. 4. Log (Insulation 11-value) 9b-4 R= _ sq. It. 10. Ceiling type, area and insulation: 30 1227 a. Under attic (Insulation 11-value) 10a. R= sq. ft. b. Single assembly (Insulation R-value) 10b. R= sq. ft. c. Radiant barrier installed (yes / no) 10c. 11. Air distribution system: R= 6' 0 uncond a. Ducts (Insulation -I- Location) 11a. b. Air Handler (Location) 11 b. cond. ganl.Amco dj 12. Cooling system: 12a. Type:cIItXJ_5pit Types: central -split, conlral-single pkg., room unit. PTAC., none) 12b. SEER/EER/COP: 10.0 12c. Capacity: 3000 13. Healing system: 13a. Type: Llec .,trig Types: heat pump, clec. strip, nal. gas. L.P. gns, room or PTAC, none) 13b. HSPF/COP/AFUE: 14. Hot water system: 13c. Capacity: Typos: elec., natural gas, solar, L.P. gas, none) 14a. Type: _ Elec 15. Hot Water Credits: 14b. EF: 1 .0 a. Heal Recovery (1-IR) 15a. b. Dedicated Heal Purnp(DI-IP) 15b. c. Solar 1 Sc. 16. 1-IVAC Credits lose: Cr--Ceiling Fan, CV -Cross vent, PT -Programmable Thernnoslal, 1 G. CP FIF- Wlwle halso Ian. MZ-Mlllitone) 17. COMPLIANCE STATUS: (PASS it As -Built Pis. are less than Base Ms) 17. PAS a. Total As -Built points b. Total Base points 17a. 18225 17b. _ _18310 I itol Oily caairy Illnl IIIo pkllrti :11IIf spe :a1cano"s cove fe(j toy Ilto Calculation al0 III f loview of plans and spocilicatiol,n covofod by this Calculation complianco Willi lbo r la L::n 1tj odo. n indicalor. compliaoco wilt Iho I:lorida EnnlOy Codo. Delofu cnn: alnclion is cempleled. this buil(lintl will bo inspected for PnEPARED BY: DATE:. O./(.r Lcompliance in accoldanco Willi Seclion !)6.90D. F.S. boleby cellily 11 toil , this it co:npl owd Willi Ihn Florida L--ne/tJ1ny C lc. BUILDING OFFICIAL: OWNF. n AGENT/ /iVl/%D 'J 1SdL Lfi5a1 DATC:Jj DATE I. 0-23 SUMMER CALCULATIONS CLIMATE ZONES 4 5 G rn JC7 I-- L - OVERT TANG IIATIO = OIIIXNGT11 0111IEIGIIIONICNIATION NE Sf_ Sv NW HI OVEMIANG LCNGTII Oil ( FEET) GLASS AIIrA SO. FT.) SINGLE x SUMMER POINI ss. so _ 70. 57 05. 14 PANE OilDOUBLE-PANEX MULIIPUEP TINP 56092 03. A26 76. 372 74, 468 fi1921 _ lLfil9 72 I G 1 fi0. i9 i— 13fi. 1)90— S P M i CLEAR 40. 40 10 75. 2.7 _ i 73. 22 fit 20-- SUMMER 011 FACTOR Prom 6A•1) AS- UUILT GLASS SUMMER PiS 03. 00 7I 04 7947 - 00 07 G7 25 84 L128— 2 G910— 1—_--- A 5.-.— 70.15 S0 tJ7. 22 152..O1i— COND I WEIGBTED GLASS VASE rn a y xFLOORxMULTIPLIER - GLASS j 15 AREA SUBTOTAL Ifi COMPONENT AREA x RASE SUMMERBASE SUMMER DESCRIPTION POINT, MULT. POINTS_ EXTGRIOII T54 I.0 ADJACENT_ g 7 i____ K EXT0. 54I IA_Q ADJACENT 1--Z o 31. 0 GRADE USE: PrnIMricritcNGtl AS - BUILT GLASS SUBTOTAL COMPONENT SUMMER AS-DUILT DESCRIPTION AREA x POINT. MULT. = SUMMER GA- 2 TIiRU GA-G POINTS Xt- alTte j}- - (- — 1918 CZ] - Y'am 42_- _ 6_ AIII` A OVFII INFILTRATION & 14_31 14 11 INTERNAL GAINS USE I OIAI. FIOO$l nnrnOF ('ONnIlIONfDf.1-Acr. TOTAL COMPONENT1 TOTAL COMPONENT AS QUILT SUMMER POINT COOLING BASE COOLING I TOTAL BASE BASE SYSTEM SYSTEM x SUMMER _ COOLING Mu_ U_1 1F POINTS POINTS 3G TOTAL I AS -BUILT I AS-DUILT AS -BUILT AS -QUILT AS - BUILT x DM x CSM x CCM = COOLING SUM. PTS. GA_ 7)_ GA-01Y- GA-1_ POINTS 1. 34 1 .95 8250 HOT NUMOL•R I BASE BASE WATER OF x IIOT WATF_R NOT WATER SYSTEM BEDROOMS MULIIPLIEII POINTS 51 2'.iG4 8-- AS- BUILT NUMBER I AS-_DUILT I AS -QUILT AS -BUILT IIOT WATER OF x HWM x HWCM HOT WATER BEDIIOOMS T( GA 20)r1-5646— POINTS SYSTCM_BESC_. Elec. 2 GA- 9)_ 2820 1 I I = HORIZONTAL GLASS (SKYLIGHTS) 'FOR GLASS WITI I KNOWN SITGC OR SC, SEE SECTION 2.1 APPENDIX C. TINT MULTIPLIERS MAY BE USED FOR GLASS W11I I SOLAII SCHEf N S. FILM. OR TINT. D- 24"- WINTER CALCULATIONS CLIMATE ZONES 4 5 G L JT a ORIENTATION OVEIIIIANG LENGIR Oil (FEET) GLASS AREA SO.11.) SINGLE x WINTr:I11101Nt CII:AII I7 z4 PANE un MULTIPLIER r-._--- TINT? 1J.Ii90-.__-_ DO1111LE-PANT! WPM CLEARn..._. . X WINTER oilr-AC7011 Irom6A• 101 AS- 0UILT GLASS WIN [ ER PIS N ---- NE-- J(._.—.— r 5__ L^ 3-- liT..—__ 4._—.___ I('i:.;G-- 1— 1---1G 97--. 3-3% 78_ Z IL44 14.112 ICOND I WEIGHTED GLASS QASE V) g 1S x FLOOR x MULTIPLIER = GLASS AREA SUBTOTAL COMPONENT BASE WINTER BASE DESCRIPTION AREA x POINT. MULT. WINTER POINTS a ADJACENT— cc I cXI EnIOA 21_5.1107 CZ ADJACENT 4 o AS - BUILT GLASS SUBTOTAL 2- 448 — WINTER AS -BUILT COMPONENT AREA x POINT. MULT.= WINTER DESCRIPTION 6A-IITHIIUGA-15) POINTS frame -- 540------q-- dj_._ framc__.. V342= 541__ Ext. steel • UNDEnATTIC [, ILL / G /.ib unaer aZL1C: On SINGLE tu ASSEMULY _ _ _ _With Nadianl Barrier _ _ x .0 OAS[ CC.II.ING AREA COUALS FLOOR AREA DIIIC.CILY IINUrn Cl:I1.INf.. AS.11011.1' CCII. INC. AIIC.A COI IAI.5 ACTTIAI. CEILING SINIA IF F001 AGE. INFILTRATION6 1227 o,zo INTERNAL GAINS USE Tornl. r10011 AnrA or• CONOI IIONCD rI'ACC. TOTAL COMPONENT BASE WINTER POINTS I 2b4 )MI'QNCNT AS -BUILT WINTr:R POINTS BASE• ITLATING I TOTAL BASL BASE HEATING SYSTEM x WINTLn HEATING SYSTEM MULTIPLIER POINTS POINTS 07 2647 2832 TOTAL I AS-UUILT I AS -QUILT I AS -BUILT AS -BUILT AS - BUILT x DM x IISM x HCM - HEATING WIN. PTS. f6A_1G) _—(GA-1)_ _.—(GA_10)_ POINTS 4168 1.040 1.0 1 4335 BASE BASE BASE TOTAL AS -BUILT AS -BUILT AS -BUILT TOTAL a COOLING HEATING 110T WATCn BASE COOLING + HEATING HOT WATER = AS -BUILT o POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTS P. 2 From f'. 2 Enlcr on P. 1 From P. 2 From P. 2 Entcr on P. 1 From2gn— T- I I = HORIZONTAL GLASS (SKYLIGI IFS) 'FOR GLASS WITI I KNOWN SIIGC OR SC. SLE SECTION 2.1 APPENDIX C. TINT MULTIPLILlIS MAY UL USED FOR GLASS WITH SOLAR SCnF_F_NS FILM. On TINT. D- 20, t Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM GOOA-97 Residential Whole Building Performance Method A CENTRAL 4 S G PROJECT NAME: L' ntatlpn )eS)?t :. BUILDER: Al 11i1 _- uG fTlerlt ---_ -- AND ADDRESS Sanford,, Florida -` PERMITTING IiZONE: CLIMAT 41--'G-n- AP_t D= OFFICE: PCIIMIT Np.1I L 7 I J--TrI IUI115DICTION NO.: (IJ_ 9 5 O. _O OWNEFl: Altman Development 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Is this a worst case? (yes / no) S. Conditioned floor area (sq. IL) G. Predominant cave overhang (I1.) 7. Glass type and area: a. Clear glass b. Tinl, lilm or solar screen 0. Floor type and insulation: a. Slab on grade (R-value •I• perimeter) b. Wood, raised (R-value •I- sq. II.) c. Concrete, raised (R-value) 9. Net Wall type, area and insulation: IF a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulalion n-value) 4. Log (Insulation R-value) S. Other: b. Adjacent: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel frame (Insulation n-value) 4. Log (Insulation n-value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) c. Radiant barrier installed (yes / no) 11. Air distribution system: a. Ducts (Insulation •F Location) b. Air Handler (Location) 12. Cooling system: Types: central -split, central -single pkg., room unit, PTAC., none) 13. Healing system: Types: heal pump, clec. strip, nal. gas, L.P. gas, roon) or PTAC, none) 14. Hot water system: Types: elec., nalural gas, solar, l..P. (Jas, none) 15. Hot Water Credits: a. Heal Recovery (I-IR) b. Dedicated Heal Pump(DI-11) c. Solar 16. HVAC Credits (Use: CF-Criluxj Ftm, CV-Crrn. vent, PT-Programn),ible Thcnnoslal, I - IF -Whole house Ian. W-Mullitone) 17. COMPLIANCE STATUS: (PASS it As -Built Pis. are less than Base Pis) a, Total As -Built points b. 'rolal Dace points mehse lype I, New construction 2. Multi attached 3. 52___ 4, Y_es 5. J 422 _- sq. 11. 6. 1.0 It. Single Pane Double Pane 7a. _ J sq. ll. ___ sq. ft. 7b. sq. II. ___ sq. It. on. n= 14.7 , _ 122 1.11. Ob. R=- , __sq. It. Cc. R= _ sq. ft. 9a- 1 R= _ sq. It. 9a- 2 H= 13 1098 sq. ft. 9a- 3 n= sq. ft. 9a- 4 R= sq. It. 9b- 1 R= sq. It. 9b- 2 R= 1 _ 693 sq. It. 9b- 3 R= -sq.((. 9b- 4 R= _ sq. Il. 10a. R= 30 1422 sq. ft. 10b. R= - sq. 11. 1 oc. 11 a. li= 6. 0 uncond 11 b. cond . (ca.W,hMwaWJ 12a. Typc:cntZs 12b. SEER/EER/COP: 10.0 12c. Capacity: 16000 13a. Type: • lec str p 13b. FISPF/COP/AFUE: 13c. Capacity: 14a. Type:__-- 14b. EF: 1 Sa. -- 15c. - 1 G. cr. 17. P'ASS17a. 23855..-_ ___ 171). 23922_... ik herohy cmlify Mal Iho plv)r.and specificalions covolod by lho calculation aro in Iloview of plans and specilicalions covoro(I by this calculalion compliance with Iho da Lnorr y (X", indicolor. compliance Willi Iho Florida Enorgy code. Doforo Q consln)clion is compleled, this building will be inspected for PIIEPAnED DY: ._. BATE: (_ compliance in accoi(lanco will) section 653.Jp0, F.S. I hereby Corlily 11 rrriH inrl . rarrn' n a nplianr:o Ilr Iho Floc a nr y C lo. OWNEn AGEN : A!I,UIf. DATE: G OFFICIAL: L1tL1C/ Lfi'I ATE• !J . DATE: _ _ 1. D-23 f SUMMER CALCULATIONS CLIMATE ZONES a 5 G n 7— I L _ 11 OH LCNGTH OVERI IANG RATIO = OH HCIGFfF ORIENfA110N N Nf:i--- OVERIIANG LENGIII Oil (FEET) GLASS AREA SO. FT.)"- SINGLE x SUMMER POINT q_EAD 55.50 115.14 7I47 PANE m1 MULTIPLIER I1NP— 50.092 _ filA2fi 76.312 G2921 71.629 DOUDLE-PANE X S P M SUMMER Oil FACTOR PromGA•Q AS-DUR_T GLASS SUMMER PTS CLEAfI 40.A0 62.07 75.27 79 22-- j j 95 2617 f til--- Ww 74.460 T— r— 69.60 84 201 01(xl — 79.47 i_ 00.07— 7T..IGI _ C).59f,— I36.800 7,015, 70.15 50.775_ IJ7.22 1 67.2.1 15l.bli' COND I WEIGHTED GLASS 4ASEN 15 x FLOOR x MULTIPLIER = GLASS AREA SUBTOTALii is 4Z2-- c i.so 1_3 COMPONENT I BASEcUMMER BASE AREA x ` SUMMERDESCRIPTIONPOINT. MULT. POINTS x anon i o by rA6JACINr _ v AS -BUILT GLASS SUBTOTAL 8233 COMPONENT SUMMER AS -BUILT DESCRIPTION AREA OINT. MULT. = SUMMERxP 6A•2 THRU GA-G1 POINTS F_ IV • N r_xrt nign_21n R Fat- _ t ee _ 2 l _—_4101 -- o ADJACENT _ 1.G 0 T INFILTRATION6 I4.UI _2.0 .- uifi1_— 1n.120349 INTERNAL GAINS usF.. TOTAL FLO011 AREA OF CONIIITIONFD SPACE. TOTAL COMPONENT BASE SUMMER POINTS 1 19866 1 ONENT AS -QUILT SUM ' COOLING BASE COOLING I TOTAL BASE BASE SYSTEM SYSTEM x SUMMER COOLING MULTIP IF- POINTS POINT_. 36 132866 11 TOTAL I AS -BUILT I AS -BUILT I AS -BUILT AS -QUILT AS - BUILT x DM x CSM x CCM = COOLING SUM. PTS. jGM7L GA-0 _- GA-19) POINTS HOT NUMBER I BASE" BASE WATER OF x IiOT WATER HOT WATER SYSTEM BEDROOMS- MULTIPLICII POINTS - AS - BUILT NUMBER AS -BUILT I AS -BUILT AS -BUILT HOT WATER OF x HWM x HWCM HOT WATER SYSTEM DESC_ OLDI100MS_ GA-9)— GA- 0)_ POINTS Elec. 3 2820 1 1 1 8460l II - HORIZONTAL GLASS (SKYLIGHTS) YOR GLASS WITI I KNOWN SHGC OR SC, SEE SECTION 2.1 APPENDIX C. TINT MULTIPLIERS MAY DE USED FOIL GLASS Will I SOLAR SCHCENS, FILM, OF] TINT. D- 274" J 1, WINTFR CAI_CIILATIONS CLIMATE ZONES 4 5 6 N LIT 0111C14TATION N.-- SlW OVERHANG LENGTII Oil (FEET) GLASS AREA x SO. FT.) SINGLE WINTER POINT CLEAR- PANE oA MULTIPLIf:R TIN71 -- DOUOLE-PANE X WPM CLEAR WINTER 011 FACTOR Irom6A•10) AS -BUILT GLASS WINTER PTS wof:1-- Jl1.OJZ__-__. ISl 114-_. 41 lliAQ_—_ 1.7.7 Firm G J`J.-._ 97- Nw G.!— III 17 44 LQ 1 12- CONO I WEIGHTED GLASS QASE x FLOOR x MULTIPLIER GLASSSiS AREA SUOTOTAL IS 6.211325 COMPONENT I BASE WINTFR BASE AREA x ' DESCRIPTION POINT. MUI.I POINTSPOINTS n6J emr— b 3 —. t:o 1747--- AS-BUILT GLASS SUBTOTAL — COMPONENT WINICR AS -BUILT AREA x POINT. MULT. = WINTER DESCRIPTION f,A- I 1 THI 111 GA-15) POINTS T:B f : C----T 1Ug— R ExruTlon 5.1 see o ADJACENT 4.0 0 INFILTRATION h—__0,20 - n 1 _ __ 0.21I_1 396 INTERNAL GAINS USE _10in 1`10011 AIIEA OF CON011 IN I'DSPACE- DOTAL COMPONENT BASE WINTER POINTS 1 41 10 1 F T.QTAL CLIMPONL'NT JTS QVII_T WI TEn POIN7 BASHIFATING-1 TOTAL BASE BASE IIEATING SYSTEM x WINTCn HEATING SYSTEM POINTS POINTSMULTIPLIER 1.07 4110 4398 TOTAL I AS•BUILT AS•OUILT AS -BUILT AS -BUILT AS-DUILT x DM x ITSM x HCM - HEATING WIN. PTS.—(GA—iG)— (GA-17) GA-10 _ POINTS 1. 4 1. --6092 BASE BASE-]_ BASE I TOTAL AS -BUILT I AS -BUILT I AS -BUILT I (DIAL COOLING + IIEATING + IIOT WATER - BASE COOLING + HEATING + NOT WATER - AS-DUILT a p POINTS ` I POINTS I I POINTS , I `r- POINTS , / POINTS T I POINTS I T POINT POINTS 1 I IEn eoil P. H = HORIZONTAL GLASS (SKYLIGI IIS) Ton GLASS WITI I KNOWN SIIGC OR SC, SCE SECTION 2.1 APPCNOIX C. I INT MULTIPLICIIS MAY BE IUSEDFORGLASSWITIISOLARSERF-CNS FII M OR I INT. U-2d' Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM GOOA-97 Residential Whole Building Performance Method A CENTRAL 4 5 6 PROJECT NAME: P.lantatlQn__La Os ptS. ___- AND ADDITESS: Sanford, Florida _ Apt. OWNER: nitlrt,tn DeveloCxtlent - -- -- 0UILDEn: 111tman_.DevC.loixnent PERMITTING OFFICE: enrnlr No.--i -i-- i- -r _n CLIMATE - 1 f 1 ZONE: 4 IAb I -I ( --I' .- JUIIISDICTION NO.: r 9 ) 0 0 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission 4. Is this a worst case? (yes / no) S. Conditioned floor area (sq. 11.) G. Predominant cave overhang (It.) 7. Glass type and area: a. Clear glass b. Tint, film or solar screen U. Floor type and insulation: a. Slab on grade (R-value -I• perimeter) b. Wood, raised (R-value -I• sq. IL) c. Concrete, raised (1-1-value) 9. Not Wall type, area and insulation: a. Exterior: 1. Concrete block (Insulation R-value) 2. Wood Irame (Insulation R-value) 3. Steel frame (Insulation R-value) 4. Log (Insulation R-value) 5. Other: - b. Adjacent: 1. Concrete block (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel Irame (Insulation R-value) 4. Log (Insulation 1-1-value) 10. Ceiling type, area and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) c. Radiant barrier installed (yes / no) 11. Air distribution system: a. Ducts (Insulation •I- Location) b. Air Handler (Location) 12. Cooling system: Types: central -split, central -single pkg., room unit. PTAC., none) 13. Heating system: Typos: hoot purnp, clot. strip, nat. gas. L.P. gas, room or PTAC, none) 14. Hot water system: Typos: oloc., natural ryas, solar. L.P. gas, none) 15. Hot Water Credits: a. Heat Recovery (I-IR) b. Dedicated Heal Pump(DI-IP) c. Solar 16. 1-IVAC Credits (Uso: CF-Celilnx3 Fan, CV Cross vent, PT-Progmmaiable Thclmoslal, I - IF -Whole houso Ian, W-Willicone) 17. COMPLIANCE STATUS: (PASS if As -Built Pis. are less than Disc Pis a. Total As -Built points b. Total Base points rl•. 1. New_construction 2. Multi attached 3, 48 4. YeS --- 5. 1260 _ sq. 11. 6. 1.0 It. Single Pane Double Pane 7a. _ sq. It. __sq. It. 7b, _ 1119 sq. II. sq. It. Oa. R= 14 - 7 , _ 101 1.11. Ob. R=_ sq. It. 0c. R= _ sq. It. 9a- 1 R= - sq. It. 9a- 2 R= 13 909 sq. It. 9a- 3 R= sq. It. 9a- 4 R= -- sq. IL 9b- 1 R= sq. It. 9b- 2 R= _ 3 Sq. It. 9b. 3 R= Sq.11. 9b- 4 R= 10a. R= 30 1260 sq. It. 10b. R= - sq. It. 10c. 11a. R=6. 0 , uncond t« ,a.n,pvl. 11 b. cond . (condn eaNra 12a. Typc:cntX]-p3-tt 12b. SEER/EER/COP: 10.0 12c. Capacity: 36000 13a. Type: Eja-c--sjtX2j2_- 13b. IiSPF/COP/AFUE: 13c. Capacity: 14a. Type:_-- 14b. EF-: 15a. - 15b. 15c. - 1 G. CF 17. PA$S I 17a•. 1692---- 17b.._Q.__. hereby cerlily 111.11140 planr.:ilitf speolicalions rovemd by lire calculation aro in floview of plans and spocilicalions ccivorod by this calculation compliamo with Ili id i laic y r. lndicaler. coniplianco Willi Iho Florida Lnorgy Code. Doloro onslrurtion is coniplcled, This buildiml will bo inspocicd lot PnCpAlTEO DY: ^- DATfi:/_ compliance in accoldanco with Gcr ion 553A00. F.S. I hor0by cerlily q' iik uu/l), . ii d, itsminli,uuiu with Iho I:10 Ln !)i iv lcc... OUILDING OFFICIAL:- OWNCn AGf %%li' %% / Tr I%//i 1 DATf/./ V D/1Tr_: 1. D-23 44 4 % 1' SUMMER CALCULATIONS CLIMATE ZONES 4 5 6 L H - 11 Lf:NGTI lOVERTTANGFUTIO0OI-1 I IEIGI Ff 0141ENTAIION N[: Slc-- SW W OVEnOANG LENGTH Oil (FEET) GLASS AREA SO- FT.) SINGLE x SUMMER POINT CLEAn PANE Oil MULTIPLIEn TINi 50092 G1.42f, 74.4138 _ G5 )2f 71.629 - 72-1 G 1 _ 60.595 1 0.N90— DOUOLE-PANE S P M CLEAR 40.40 G2.07 7J 22 fit 26 x SUMMER OH FACTOn from 6A-1) AS-UUILT GLASS SUMMEN PIS g5 2046 70.57 03.00 7I 0I _ 7.9.47- — 00.07 - G7.23 15?.0G 84— 69.fi0 70.15 50.75 117.?.2 NW FII COND WEIGIITED GLASS MSENI 15 x FLOOR x MULTIPLIER = GLASS AREA SUBTOTAL ts 1Z60- I Gn.9n COMPONENT BASE SUMMER AREA x BASE SUMMERDESCRIPTIONPOINT. MULF. POINTS OJ/10ENfA T 410 Exrenigll 4.i1 o ADJACENTi 1.G 6OO LL AS -BUILT GLASS SUBTOTAL COMPONENT SUMMER AS -BUILT DESCRIPTION AREA x POINT. MULT. SUMMER fiA.2 Dim 6A-61 POINTS_ amp 1 7 6 1 ,dr,— 351 Ext. LISP I'Ff11MFTETI LI IJf III AIIOIIfJU f.ONRITK11Jf:1119.0011. TOR INTERNAL GAINS USE TOTAL FLOOn AACA TOTAL COMPONENT BASE SUMMER POINTS COOLING SYSTEM BASE COOLING I TOTAL VASE BASE SYSI EM x SUMMCH COOLING MULTIPLIEH POINTS 8 JPOINTS— 29276 10539 SPACE. 1 24)09TOTALCOMPONENTAS-DUILT SUMMER POINTS TOTAL AS-DUILT AS -BUILT AS -BUILT AS-UUILT AS -BUILT x DM x CSM x CCM - COOLING SUM. PTS_ GA 7)_ GA-, 6A-1 )__ POINTS 24509 HOT NUMBER BASE BASE AS -BUILT NUMBER AS -BUILT I AS -BUILT AS -BUILT WATER OF x IIOT WA11:R = HOT WATER I(OT WATER OF x HWM x IIWCM = HOT WATER SYSTEM BEDROOMS_ _ MULTIPI_Ifll — POINTS SYSTEM 0@SC_ O[DIl00MS GA_9) — GA-20) POINTS 32564 7692 Elec. 3 1 2820 1 8460 I I = I IORIZONTAL GLASS (SKYLIGHTS) FOR GLASS WITI I KNOWN SHGC OR SC. SEE SECTION 2.1 APPENDIX C. TINT MULTIPLIERS MAY BE I USED F011 GLASS WI II SOLAII SC NS. FILM. OH TINT. D-24"' 0. 0, WINTER CALCULATIONS CLIMATE ZONES 4 5 G c L OIIIE14TATION N _ — N—_ OVERRANG LENGTH Oil (FEET) GLASS AREA SO. Fl.) x SINGLE WINTEII POINT CLEAR PANE MUL1P'LIER on DODULE-PANE WPM CLEAR G.51---— X WINTER 011 FACTOR from 6A•10) AS -BUILT GLASS WINTER PISTINTr_ 19G. — i— 4-3 I /, 7.4._— y CORD WEIGHTED GLASS 04SE 15 x FLOOR x MULTIPLIER GLASS SUDTOTAI- IS v _ COMPONENT I BASF WINTEn I BASE AREA x ' WINTERDESCRIPTIONPOINT. MULT. POINTS non v% I AUTAUNT-- SR ,— I .o 1_051 _ K EXTE111OR 21 5, 1 S ao.lnccnlT a_o -- o UNDER ATTIC on SINGLE ASSEMBLY ARFA V IrNIxiR AS -BUILT GLASS SUBTOTAL 2074 COMPONENT DESCRIPTION IWINTER AS -BUILT AREA x POINT. MULT. = WINTER C)A• I I TITRU GA-15) POINTS rame : 3 - 1636 Adj_fxamp _ 5$.S-_ 1 _6v 9,16 AIIFA OF CONDITIOW WACC ACTUAL ECK RIG x 05 TOTAL COMPONCNT BASF WINTER POINTSTOTAL COMPONENT AS -QUILT WINTER POINTS BASE I [EATING I TOTAL DASE BASE TOTAL I AS -BUILT AS-DUILT I AS -BUILT AS -BUILT HEATING SYSTEM x WINTFR HEATING AS -BUILT x DM x IISM x HCM - HEATING SYSTEM MULTIPLICR _PAINT POINTS _WIN. PTS.—(GA-IG] _—fGA-17)— (6A-10)_ POINTS 1.07 3545 3793 4883 1.040 1 1.0 1 5078 BASE BASE DASE TOTAL AS -BUILT AS -BUILT AS -BUILT TOTAL COOLING HEATING IIOT WATEn = BASE COOLING HEATING + NOT WATER = AS -BUILTa o_ POINTS POINTS POINTS POINTS POINTS POINTS POINTS POINTSr From P. 2 From P. 2 EDtcr on P. 1 From P. 2 from P. 2 ERtcr oR P. 1 11= HORIZONTAL GLASS (SKYLIGIITS) 'FOn GLASS WITI I KNOWN SI ICiG OR SC, SET: SECTION 2.1 APPCNOIX C. TINT MULTIPLIERS MAY DL USED FOR GLASS WITI I SOLAR SCREENS, FILM, On TINT. D-26 a t Whole Building Performance Method for Commercial Buildings Form 40OA-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME —Plantation Lakes Clubhouse_ ADDRESS: Sanford, Florida OWNER: _Altman Developement Group_ AGENT: BUILDING TYPE: _Business (Office) CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building CONDITIONED FLOOR AREA: _7169 MAX. TONNAGE OF EQUIPMENT PER SYSTEM: COMPLIANCE CALCULATION: PERMITTING OFFICE: Sanford CLIMATE ZONE: 5 PERMIT NO: — JURISDICTION NO: 691500 40 NUMBER OF ZONES: 1 METHOD A DESIGN CRITERIA RESULT A. WHOLE BUILDING 96.64 100.00 PASSES PRESCRIPTIVE REQUIREMENTS: LIGHTING EXTERIOR LIGHTING 200.00 300.00 PASSES LIGHTING CONTROL REQUIREMENTS PASSES HVAC EQUIPMENT COOLING EQUIPMENT 1. EER 10.30 8.50 PASSES IPLV 7.50 7.50 PASSES HEATING EQUIPMENT 1. Et 1.00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Ventilated 6.00 6.00 PASSES REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED WATER HEATING EQUIPMENT 1. EF 1.00 0.77 PASSES 2. EF 1.00 0.88 PASSES PIPING INSULATION REQUIREMENTS 1. Non -Circulating 1.00 0.63 PASSES COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Efficiency Code. PREPARED BY: URI4 t S5 f G kP DATE: 10 II''l Ile I hereby certify that this building is in compliance with the Florida Energy Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida tes. BUILDING OFFICIAL: Day" 0 . f. Efficiency Code. OWNER/AGENT: DATE: DATE: I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. SYSTEM DESIGNER REGISTRATION/STATE ARCHITECT ME CHAN I CAL : d i1 t1 PLUMBING ELECTRICAL: _ LIGHTING Signature is required where Florida law requires design to be performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401.------GLAZING--ZONE 1------------------------------------------------ v- Elevation Type U SC VLT Shading Area(Sgft) North Commercial 1.31 .95 .95 None 453 Northeast Commercial 1.31 .95 .95 None 102 Northeast Commercial 1.31 .95 .95 None 498 Southwest Commercial 1.31 .95 .95 None 35 Northwest Commercial 1.31 .95 .95 None 325 Total Glass Area in Zone 1 = 1413 Total Glass Area = 1413 402.------WALLS--ZONE 1------------------------------------------------ Elevation Type U Insul R Gross(Sgft) North 3/4"Stco/2x4@16"oc+RllBatt/""Gyp 0.080 11 900 Northeast 3/4"Stco/2x4@16"oc+RllBatt/""Gyp 0.080 11 790 Southeast 3/4"Stco/2x4@16"oc+RllBatt/""Gyp 0.080 11 1110 Southwest 3/4"Stco/2x4@16"oc+RllBatt/""Gyp 0.080 11 810 Northwest 3/4"Stco/2x4@16"oc+RllBatt/""Gyp 0.080 11 1140 Total Wall Area in Zone 1 = 4750 Total Gross Wall Area = 4750 403.------DOORS--ZONE 1------------------------------------------------ Elevation Type U Area(Sgft) Northeast 1-3/4 Solid Urethane foam core 0.20 59 Southeast 1-3/4 Solid Urethane foam core 0.20 20 Total Door Area in Zone 1 = 79 Total Door Area = 79 404.------ROOFS--ZONE 1------------------------------------------------ Type Color U Insul R Area(Sgft) Shngl/1/2"WD Deck/WD Truss/9" B Medium 0.027 30 7169 Total Roof Area in Zone 1 = 7169 Total Roof Area = 7169 405.------FLOORS-ZONE 1------------------------------------------------ Type Insul R Area(Sgft) Slab on Grade/Uninsulated 0 7176 Total Floor Area in Zone 1 = 7176 Total Floor Area = 7176 406.------INFILTRATION -------------------------------------------------- CHECK Infiltration Criteria in 406.1.ABCD have been met. I MECHANICAL SYSTEMS CHECK HVAC load sizing has been performed. (407.1.ABCD) 407.------COOLING SYSTEMS----------------------------------------------- --- Type No Efficiency IPLV Tons 1. Air Cooled ( >= 65,000 Btu/h 1 10.3 0 40.30 408.------HEATING SYSTEMS----------------------------------------------- --- Type No Efficiency BTU/hr 1. Electric Resistance 1 1 85.1 409.------VENTILATION --------------------------------------------------- Ventilation Criteria in 409.1.ABCD have been met. I CHECK 410.-----AIR DISTRIBUTION SYSTEM---------------------------------------- CHECK------------------------------------------------------------ ---- Duct sizing and design have been performed. (410.1.ABCD) AHU Type Duct Location R-value 1. Constant Volume Ventilated 6 CHECK Testing and balancing will be performed. (410.1.ABCD) 411.-----PUMPS AND PIPING -ZONE ----------------------------------------- Basic prescriptive requirements in 411.1.ABCD have been met. PLUMBING SYSTEMS 411------ PUMPS AND PIPING -ZONE 1 --------------------------------------- Type R-value/in Diameter Thickness 1. Non -Circulating 6 1.25 1 412.-----WATER HEATING SYSTEMS -ZONE 1 ---------------------------------- Type Efficiency StandbyLoss InputRate Gallons 1. <=12 kW 1 .80 12 120 2. <=12 kW 1 .80 4.5 40 ELECTRICAL SYSTEMS CHECK 413.-----ELECTRICAL POWER DISTRIBUTION---------------------------- ----- --- Metering criteria in 413.1.ABCD have been met. 414------ MOTORS --------------------------------------------------- ----- --- Motor efficiencies in 414.1.ABCD have been met. 415.-----LIGHTING SYSTEMS -ZONE 1--------------------------------------- --- Space Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) Classroom/ 1 On/Off 5 None 0 3500 7169 Total Watts for Zone 1 = 3500 Total Area for Zone 1 = 7169 Total Watts = 3500 Total Area = 7169 CHECK Lighting criteria in 415.1.ABCD have been met. 16. Operation/maintenance manual will be provided to owner.(102.1) December 14, 1998 Mr. Dan Florian City of Sanford Department of Community Development P.O. Box 1788 Sanford, FL 32772-1788 RE: Response to RFI on roof bracing and truss connections Plantation Lakes Apartments Dear Mr. Florian: In response to questions you raised during our conversation on Friday, December 11: Roof Bracing: As you know, temporary and permanent roof bracing is covered in a Truss Plate Institute publication HIB-91 "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses." Wood Truss Notes on Sheet S5.1 require that this publication be submitted by the truss manufacturer with the truss shop drawings for use in the field. I have attached a copy of this publication for your review. Truss Connections: Connection of roof trusses to structure below is shown in details 1,3,7,8,13 & 14 on Sheet S5.2. Additionally, at the time of the truss shop drawing submittal, the Structural Engineer will review uplift conditions for the final design and provide a schedule of special anchoring details to be used where uplift exceeds the anchoring shown in details listed above. Please let me know if you have any additional questions. Sincerely, Nurney Bond McCamy Project Architect cc: Tsvi Milshtein - Altman Development John Flannigan - JM Flannigan & Associates 4 1 -1 \V. .1ON1:S STRI?1,A- RAL SIGH, N(; ?760+ lcl 9/9-83.7-6$/3 /it.r 9/9-R36-12S0 This safety alert symbol is used to attract your attention! PERSONAL SAFETY IS INVOLVED! When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. CAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. H I B-91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° It is the responsibility of the installer (builder, building contractor, licensed contractor, erei;tororerection contractor) to properly receive unload store handle install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are bawd upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised ALto obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB- 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition Awhere failure to follow instructions or heed warn- ing will most likely result in serious personal injury or death or damage to structures. WARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections Ashould be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS STORAGE CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaceswhich could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless I begins. Care should be exercised in banding re- A properly braced. Do notbreakbands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. Frame 1 WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. Agreater than 30' by the peak. 60° 60° or less or less Tagr1/12 t oximately Approximately Tag Lineuss length 1/2 truss length Line Truss spans less than 30'. SpreaderBar Toe In Toe In Approximately z to ;,3 truss length r Less than or equal to 60' Tag Line Spreader Bar Toe In Toe In Approximately z to 3'3 truss length Less than or equal to 60' MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed -loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Strongback/ SpreaderBar f Approximately 35 to 3/, truss length Greater than 60' Tag Line Strongback/ SpreaderBar t0' 10' At or above / mid -height I _ Approximately J i/3 to 3/1 truss length Tag Tag Line Line Greater than 60' CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of trusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's i Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. ROUND BRACING:BUILDING INTERIOR GROUND BRACING: BUILDING EXTERIOR GBD ` Top Chord - Typical vertical End Wall Side EB attachment plan T I Blocking i Ground brace _ - vertical (GBV) Top Chord -_ V Ground Brace GBV Verticals (GBV) 1st truss o1 Ground brace 7/7 diagonals (GBD) group A in nd brace I ice GBD) eve adequat'Ctxpacity to support ground braces. 2nd floor % fat floor Ground brace vertical (GBV) Backup ground stake Ground brace t truss of braced lateral (LBG) group of trusses End brace (EB) Strut ST) Driven Typical horizontal lie member with around stakes multiple stakes (HT) IA CAUTION: Ground bracing required for all installations. Frame 2 12 1 4 or greater O SBPS \ \ y 2OC X To p chords that are laterally braced can buckle to'letherand causecollapse, if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purling an- attached to the topside of the top chord. SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOPCHORD DIAGONAL BRACE SPACING (DBS) trusses Up to 32' 4/12 1 8' 20 15 Over 32' - 48' 4/12 6' 10 7 Over 48' - 60' 4/12 5' 6 4 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 1 trusses. Ot Continuous Top Chord Lateral Brace Required 10* or Greater 7L Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. SPAN MINIMUM PITCH DIFFERENCE TOP CHORD LATERAL BRACE SPACING(LBS) TOP CHORD DIAGONALBRACE SPACING (DBS) trusses] SP DF SPF HF Up to 28' 2.5 7' 17 12 Over 28' - 42'1 3.0 6' 9 6 Over 42' - 60' 3.0 5' 5 3 Oiler 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace Required > 10" or Greater Attachment Required All lateral braces lapped at least 2 trusses. PITCHED TRUSS 12 5 A o @ell Top chords that are laterally braced can buckle together and cause collapse ifthere isnod iago- nal bracing. Diagonal bracing should be nailed e. to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS US Frame 3 12 4 or greater Bottom at each spacing r Permanent 110 PS continuous lateral bracing °q as specified by the truss engineering. WEB MEMBER PLANE SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBS) BOTTOM CHORD DIAGONAL BRACE SPACING (DBS) trusses] Up to 32' 4/12 15' 20 15 Over 32' - 48' 4/12 15' 10 7 Over 48' - 60' 4/12 1 15' 6 4 Over 60' I See a registered professional engineer SP - Southern Pine SPF - Spruce -Pine -Fir All lateral braces lapped at least 2 trusses. BOTTOM CHORD PLANE Cross bracing repeat at each end of the building and at 20' Intervals. iluun 45 o 5L L y, Frame 4 SPAN MINIMUM DEPTH TOPCHORD LATERAL BRACE SPACING(LBS) TOPCHORD DIAGONAL BRACE SPACING (DBs) trusses SP/DF SPF/HF Up to 32' 30" 8' 16 10 Over 32' - 48' 42" 11 ' 6 4 Over 48'- 60' 48" 1 5' 4 2 Over 60' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 2x4/2x6 PARALLEL CHORD TRUSS 20'(ID Bs) 30" or greater 7at Veeateratceslappedeasttwoses. The end\\ =45 - - diagonal brace for cantilevered End diagonals are essential for trusses must be stability and must be duplicated on _— placed on vertical both ends of the truss system. webs in line with the support. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. J& I 4x2 PARALLEL CHORD TRUSSJOP CHORD Top chords that are laterally braced can buckle together and cause collapse if there is nod iago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. braces lapped at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. 30'(,)& 2 0•c. Continuous Top Chord Lateral Brace Required 10" or Greater \. ` I L_ Attachment Required Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. Frame 5 SPAN MINIMUM PITCH TOP CHORD LATERAL BRACE SPACING(LBS) TOPCHORD DIAGONAL BRACE SPACING (DBS) trusses] HF U to 24' 3/12 8'12 Over 24' - 42' 3/12 7' P17SPDFSPF6 Over 42' - 54' 3/12 6' DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle together and cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. MONO TRUSS PLUMB 4 00 ti u p yQQ 2q or/ee_ t - 45' 12 13 or / 4 6greater r D All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace - Required 10" or Greater Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. J& I I I Truss Depth D(in) I Lesser of D/50 or 2" Maximum Plumb Misplacement Line 1 /4 1 INSTALLATION TOLERANCES Bow Length L(in) Lesser of y, U200 or 2" D(in) 12" L(in) L(in) U200 L(ft) 50" 1 4" 4.2' 100" 1 2" 8.3' 150" 3/4" 12.5' L(in) Lesser of L/200 or 2" L(in) L/200 L(ft) 200" 1 " 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. A& DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. Frame 6 L(in) Lesser of L/200 or 2" L(in) L/200 L(ft) 200" 1 " 16.7' 250" 1-1/4" 20.8' 300" 1-1/2" 25.0' OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. A& DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. Frame 6 OUT -OF -PLUMB INSTALLATION TOLERANCES. OUT -OF -PLANE INSTALLATION TOLERANCES. A& DANGER: Under no circumstances should construction loads of any description be placed on unbraced trusses. Frame 6 LEGAL DESCRIPTION PLANTATION LAKES PHASE ONE DESCRIPTION THAT PART OF THE SOUTHEAST 1/4 OF SECTION 32. TOWNSHIP 19 SOUTH. RANGE 30 EAST. SEMINOLE COUNTY. FLORIDA. BEING DESCRIBED AS FOLLOWS: FOR A POINT OF. REFERENCE. COMMENCE AT THE SOUTHWEST CORNER OF SAID SOUTHEAST 1/4-. THENCE RUN NOO'03'460E ALONG THE WEST LINE OF THE WEST 1/2 OF SAID SOUTHEAST 1/4 FOR A DISTANCE OF 828.04 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE NOO'03r'460E ALONG SAID WEST LINE FOR A DISTANCE OF 1672.28 FEET TO THE SOUTHEASTERLY RIGHT OF WAY LINE OF RINEHART ROAD; THENCE RUN N89'12'12'E ALONG SAID SOUTHEASTERLY RIGHT OF WAY LINE FOR A DISTANCE OF 400.27 FEET TO THE SOUTH RIGHT OF WAY LINE OF HUGHY STREET; THENCE RUN S89'45'49'E ALONG SAID SOUTH RIGHT OF WAY LINE FOR A DISTANCE OF 265.76 FEET; THENCE RUN SOO'32'03"E FOR A DISTANCE OF 924.90 FEET; THENCE RUN S12'00'03'E FOR A DISTANCE OF 440.00 FEET; THENCE RUN S89'45'49'E FOR A DISTANCE OF 566.52 FEET TO THE EAST LINE OF SAID WEST 1/2 OF THE SOUTHEAST 1/4; THENCE RUN SOO'32'03'E ALONG SAID EAST LINE FOR A DISTANCE OF 133.14 FEET; THENCE RUN S76'45'15W FOR A DISTANCE OF 735.42 FEET; THENCE RUN S11'42'43'W FOR A DISTANCE OF 272.03 FEET; THENCE RUN N89'45'44'W FOR A DISTANCE OF 375.22 FEET; THENCE RUN N55'52'02'W FOR A DISTANCE OF 197.35 FEET TO THE POINT OF BEGINNING. CONTAINING 30.937 ACRES. MORE OR LESS. 1 dho].e Building Performance Method for Commercial Buildings Form 400A-97 ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME Lakes Clubhouse_ PERMITTING OFFICE: Plantation ADDRESS: Sanford, Florida L t` C ' i-A C' A 1. L. -i Sanford CLIMATE ZONE: JWNFR: Developement Group_ PERMIT NO: 5.- Altman AGEIJT: JURISDICTION NO: 691500 3UI:'DING TYPE: _Business (Office) ONSTRUCTION CONDITION: New construction DESIGN COMPLETION: _Finished Building ONDITIONED FLOOR AREA: _7169 AAX. TONNAGE OF EQUIPMENT PER SYSTEM: OMPLIANCE CALCULATION: 40 NUMBER OF ZONES: 1 METHOD A DESIGN CRITERIA RESULT A. WHOLE BUILDING 96.64 100.00 PASSES RESCRIPTIVE REQUIREMENTS: SIGHTING EXTERIOR LIGHTING 200.00 300.00 PASSES LIGHTING CONTROL REQUIREMENTS PASSES 4VA.0 EQUIPMENT COOLING EQUIPMENT 1. EER 10.30 8.50 PASSES IPLV 7.50 7.50 PASSES HEATING EQUIPMENT 1. Et 1.00 N/A AIR DISTRIBUTION SYSTEM INSULATION REQUIREMENTS 1. Ventilated 6.00 6.00 PASSES REHEAT SYSTEM TYPES USED NO REHEAT SYSTEM is USED 4ATER HEATING EQUIPMENT 1. EF 1.00 0.77 PASSES 2. EF 1.00 0.88 PASSES PIPING INSULATION REQUIREMENTS 1. Non -Circulating 1.00 0.63 PASSES OMPLIANCE CERTIFICATION: hereby certify that the plans and Specifications covered by this calcu- ation are in compliance with the lorida Energy Efficiency Code. R'3PARED BY: - 8?Uk ATE: 1 L 19 /`9 Hereby certify that this building is n compliance with the Florida Energy Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida Stautes. BUILDING OFFICIAL:I. E' Officiency Code. OWNER/AGENT: DA':'E : DATE: iereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. QVCTPM MPgTrM7P ARCHITECT : MECHANICAL: PLUMBING . ELECTRICAL: LIGHTING _ Signature by registered be used where RRr,T.qTRATTnN/STATR is required where Florida law requires design to be perfor.mea design professionals. Typed names and registration numbers may all relevant information is contained on signed/sealed plans. BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 401.------GLAZING--ZONE 1------------------------------------------------ v- 2vation Type U SC VLT Shading Area(Sgft) North Commercial 1.31 .95 .95 None 453 Northeast Commercial 1.31 .95 .95 None 102 Northeast Commercial 1.31 .95 .95 None 498 Southwest Commercial 1.31 .95 .95 None 35 Northwest Commercial 1.31 .95 .95 None 325 Total Glass Area in Zone 1 = 1413 Total Glass Area = 1413 402.------WALLS--ZONE 1------------------------------------------------ Elevation Type U Insul R Gross(Sgft) North 3/4"Stco/2x4@16"oc+RllBatt/-"Gyp 0.080 11 900 Northeast 3/4"Stco/2x4@16"oc+RllBatt/-"Gyp 0.080 11 790 Southeast 3/4"Stco/2x4@16"oc+RllBatt/-"Gyp 0.080 11 1110 Southwest 3/4"Stco/2x4@16"oc+RllBatt/-"Gyp 0.080 11 810 Northwest 3/4"Stco/2x4@16"oc+RllBatt/-"Gyp 0.080 11 1140 Total Wall Area in Zone 1 = 4750 Total Gross Wall Area = 4750 403.------DOORS--ZONE 1------------------------------------------------ Elevation Type U Area(Sgft) Northeast 1-3/4 Solid Urethane foam core 0.20 59 Southeast 1-3/4 Solid Urethane foam core 0.20 20 Total Door Area in Zone 1 = 79 Total Door Area = 79 5.4.------ROOFS--ZONE 1------------------------------------------------ Type Color U Insul R Area(Sgft) Shngl/1/2"WD Deck/WD Truss/9" B Medium 0.027 30 7169 Total Roof Area in Zone 1 = 7169 Total Roof Area = 7169 405.------FLOORS-ZONE 1------------------------------------------------ Type Insul R Area(Sgft) Slab on Grade/Uninsulated 0 7176 Total Floor Area in Zone 1 = 7176 Total Floor Area = 7176 406------- INFILTRATION -------------------------------------------------- CHECK Infiltration Criteria in 406.1.ABCD have been met. I MECHANICAL SYSTEMS CHECK HVAC load sizing has been performed. (407.1.ABCD) 407.------COOLING SYSTEMS----------------------------------------------- --- Type No Efficiency IPLV Tons 1. Air Cooled ( >= 65,000 Btu/h 1 10.3 0 40.30 4n8.------HEATING SYSTEMS----------------------------------------------- --- Type No Efficiency BTU/hr 1. Electric Resistance 1 1 85.1 09. VENTILATION --------------------------------------------------- --- IVentilationCriteriain409.1.ABCD have been met. CHECK 10.-----AIR DISTRIBUTION SYSTEM -------------------------- -------------- --- CHECK Duct sizing and design have been performed. (410.1.ABCD) AHU Type Duct Location R-value l. Constant Volume Ventilated 6 CHECK Testing and balancing will be performed. (410.1.ABCD) 11.-----PUMPS AND PIPING -ZONE ----------------------------------------- --- Basic prescriptive requirements in 411.1.ABCD have been met. PLUMBING SYSTEMS 11------ PUMPS AND PIPING -ZONE 1--------------------------------------- Type R-value/in Diameter Thickness 1. Non -Circulating 6 1.25 1 12.-----WATER HEATING SYSTEMS -ZONE 1---------------------------------- Type Efficiency StandbyLoss InputRate Gallons 1. <=12 kW 1 .80 12 120 2. <=12 kW 1 .80 4.5 40 ELECTRICAL SYSTEMS CHECK 3.-----ELECTRICAL POWER DISTRIBUTION---------------------------- Metering criteria in 413.1.ABCD have been met. 14.-----MOTORS --------------------------------------------------- Motor efficiencies in 414.1.ABCD have been met. 15.-----LIGHTING SYSTEMS -ZONE 1--------------------------------------- pace Type No Control Type 1 No Control Type 2 No Watts Area(Sgft) lac-sroom/ 1 On/Off 5 None 0 3500 7169 Total Watts for Zone 1 = 3500 Total Area for Zone 1 = 7169 Total Watts = 3500 Total Area = 7169 CHECK Lighting criteria in 415.1.ABCD have been met. 6. Operation/maintenance manual will be provided to owner.(102.1) 09103/1998 12:26 4072a60423 BUP ETT DrGIHEEPIJG PAGE 01 LETTER OF TRANSMITTAL TO: t2p<I-S DATE: q l 1 / q9 PROJECT NO.: q-i-Z 00 10 - a lolils RE: R*w-A-Tie+1 We are sending you the following; Via: SPECIFICATIONS PRINTS SHOP DRAWINGS APPIJCATIONS CHANGE ORDER OVERNIGHT LETTER FAX r '' rAe'S I'V REPORTS COURIER BIDS MAIL Copies Date Description There are transmitted as checked helow for: FOR APPROVAL AS REQUESTED REVIEW FOR YOUR USE FOR SIGNATURE OTHER Remarks: OW- A ff kf1E 4*GttE-c, 4HZW(WC- MNtNG jfUgA, UVA- ' 1-.! - tW;TM64,64 t1C (,OGATIROO XVOkb lk 1'--O(' uWTLAt VS, CAAFCC . 6Ua- TtaNs- j 1 yTN'lE r Ttt- p-9-0uNV T M FXJ"-Ot,1C, YoU r'-AVETFtS FX1r*TM 7-2 2- wtu,6UWJ01ktth R MMA F4r,,-oAT- THS a-- V-ETA1Mtr WW,z CC: _ { . _ SIGNED: 10 t l 4" y RETAI F fo N ' TOP, w 84T V T 62 S 1TE;) I i V A x RETAIN RETAINING WA EL 60. TOP EL SOT 1. STEM 1 n 90T BETA y / j BOP OTo _ TJ Vi I m f,0(r/i 117 DU a Y 61 Lb CI 511 09/03/1998 12: 36 40724bU423 BUPI ETT E146I JEEPIr46 PA6E 03 MTMWIW, Wm& SIR txWU'( C96CE I L O" ef;.L Ftewt,- I.C J6t, ' t U1LvW-, V*M,lbSATf` JN L=A PLANTATION LA"S BUILDING TYPE 3 - GROUND FIAQI 8/19/98 SCALE: 1116" a 11-0" CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING PERMIT PERMIT ADDRESS 1000 Plantation Lakes Circle (ClubhousepERMIT NUMBER Cq'1 141 Total Contract Price of Job $377,000 Total Sq. Ft. 8,381 Describe Work Clubhouse Type of Construction Wood Number of Stories 1 Occupancy: Residential Frame Flood Prone (YES) (NO) X Number of Dwellings n/a Zoning pp X Commercial Industrial LEGAL DESCRIPTION See Attached (please attach printout from -Seminole County) TAX I.D. NUMBER 32-19-30-300-0110-0000 OWNER Altman Development Corporation PHONE NUMBER 561997-8661 ADDRESS 2201 Corporate Boulevard NW, Ste. 200 CITY Boca Raton STATE FL ZIP 33431 TITLE HOLDER (IF OTHER THAN OWNER) Ira William Southward, Trustee ADDRESS c/o James A. Hattaway, Esq. P.O. Box 633 CITY Orlando STATE FL ZIP 32802 BONDING COMPANY ADDRESS CITY N/A STATE ZIP ARCHITECT Cline Davis Architects, P.A. ADDRESS 414 West Jones Street CITY Raleigh STATE NC ZIP 27603 MORTGAGE LENDER N/A ADDRESS CITY STATE ZIP CONTRACTOR ' CG1 PHONE NUMBER ADDRESS , ST. LICENSE NUMBER CITY p J STATE G. ZIP rrrtrr*****rtrt*r rt*rtrr*****+t*rt*********w,rw*********************wrr******rt*rr** ,r****rr********* Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. ACCEPTANCE PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF THE RE RE NTS OF FLORIDA LIEN LAW, FS713. rr****************************w*********w******************** 3lu Z IID r N p aA Signature wner/Agent & Date ig ture o Contract r & Date M n K at John R. Goodfellnw J r•,l JISi F • to Type or Print Owner/Agent Name Typ or Print Con act 's Name o a iah 3 Signatur of 6tary & Date S'f N Official CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: 10 z 7 PERMIT #: BUSINESS NAME: i C/ti r t 'ti.' .1 K.S 'i y - Gc.h It'C %G ADDRESS: (C,) o C, (- -ram t jt, ,1 L( DES C, i' (2 - PHONE NUMBER: ( PLANS REVIEW 1 TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT C_ } FIRE SYSTEM - J AMOUNT COMMENTS: Fecs must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone. # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. 3't5 Lccu Sanford hf4 Prevention V I certify that the -e information is tr id c)rre and tha tti ill comply ith I applic• le code, a 1 ordinances c f th ( yjot an rids,_ Aoblitants SOKiture DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. O. BOX 1788 SANFORD, FL 32772-1788 Project Name: L•?/t"7ivV G9ltis 6tu.0Huo,,E Date: l//2/5,y Owner/Contact Person: 19L71"N Address: / C'A. PL/}i97, cam/ Type of Development: 1) RESIDENTIAL L f7' Cry, Type of Units (single family or multi -family): Total Number of Units: Tvpe of Utility Connection individual connections or central water meter common sewer tap): Water Meter Size (3/4", 1" 2" etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" 1", 2", etc.) REMARKS: CONNECTION FEE CALCULATION: CoV. Phone: e-6h/-7 . y-i f.v. L f-.v"7Z9l F r'vs -79cc.Ro vA7 n c7 Fig _ 2 o79c = - &Y/2,Y-,, Name - ///Signature - Date G /Z"', (1/1 /Sa REVISED 12/23/97 2) Equivalent Residential Connection (ERC) - 300 Callons Per Day (GPD) Residential - 650/Unit - Single family structure, or multi -family unitthreecontaining ( bedrooms487.50/Unit - Multi -family unitor Mobile Home unit containinglessthanthree (3) bedrooms. (This category isbasedonjudgement/assumption, estimation that such family units on average require 75t - 225 GPDofthewaterandsewerserviceofanaverage single family unit.) Commercial - 5650/ERU - Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for connection and up to twenty (2) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be determined byincrementsof251basedonmultiplesoffive (5) fixture units above the twenty (20) fixture unitbaseforthefirstERU. (Example: twenty-five25) fixture units will be rated as 1.25 eru; twenty-six (26) fixture units will be rated as 1.5ERU.) Sewer System Impact Fees Equivalent Residential Connections - 270 Gallons Per Day (GPD) Residential - 1700 Unit - Single family structure, or multi -family unit containing three (3) bedrooms or more. S1275/Unit - Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category isbasedonjudgement/assumption/estimation that suchfamilyunitsonaveragerequire751ofwaterand sewer service of an average single family unit.) Commercial - Industrial - Institutional1700/ERU - Fixture unit schedule from Southern Plumbing Codewillbeused. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be increments of 251 based on multiples of five (5) fixture units abovethetwenty (20) fixture unit base for the firstERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU; twenty-six (26) fixtureunitswillberatedas1.5 ERU.) S— 3.7s >-4r-- --&37r DRAINAGF F1YTI10c FIXTURE TYPE Automatic clothes washers, commercial' Automatic clothes washers, residential athroom group consisting of water closet, lavatory, bidet andbathtuborshower DRAINAGE FIXTURE UNIT VALUE AS LOAD FACTORS 3 2 6 MINIMUM SIZE Of TRAP (inches) 2 2 Elathtubb (with or without overhead showeror whirlpool attachments) 2 r11/2 Olact 2 2 1/2 >Ir 2 11/ 42 - Combination sink and tray Dental lavatory Dental unit or cuspidor Dishwashing machine ,c domestic Drinking fountain Emergency floor drain Floor drains Kitchen sink, domestic Kitchen sink, domestic with food waste grinder and/or dishwasher Laundry tray (1 or 2 compartments) Lavatory Shower compartment, domestic Sink Urinal Urinal, 1 gallong per flush or less 11/2 11/4 1114 11/2 11/ 402 2P2/4 2 2 2 I )C/O — (C 2 k Z 21 t3 - 8 4 k3 = 1 1 2e 11/2 Footnote d Footnote dWashsink (circular or multiple) each set of faucets l 1/2Watercloset, flushometer tank, public or private 4e Footnote dWatercloset, private installation Water closet, public installation For SI: 1 inch e 7 S d .n.n t e,ii-- - ,2roc 4 c = 3 2 Footnote d6 FootnotedFor traps larger than 3 inches, use Table 709.2. b A showerhead over a bathtub or whirlpool bathtub attachments does not increase the'drainage fixture unit value. e Sec Sections 709.2 through 709.4 for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. dTrapsizeshallbeconsistentwiththefixtureoutletsize. For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower values arcconfirmedbytesting. DRAINAGE FIXTURE UNTABLE 709.2' ITS FOR FIXTURE DRAINS OR TRAPS 4AIN OR inches) 11/ 4 11/ 2 2 21/ 2 3 4 For SI: I inch = 25.4 mm. DRAINAGE FIXTURE UNIT VALU t 2 3 4 5 6 E Standard Plumbing Code01997 September 4, 1998 PLANTATION LADES Meeting Summary - September 3, 1998 RE: MEETING WITH CITY OF SANFORD / SANFORD FIRE DEPARTMENT ATTENDEES: Dan Florian - City of Sanford Bart Wright - Sanford Fire Department Darryl South - Altman Development Bond McCamy Cline Davis Architects 1. Cline Davis Architects: contacted the Standard Building Code Council for a ruling on stairway separation at the center breezeway, as discussed at the August 13 1998 meeting. The ruling was that the distance "D" was to be measured from furthest point in units on one side of the breezeway to furthest point in units on opposite side of the breezeway, diagonally. This interpretation caused the stair separation, Vz `°D" to be greater than originally planned for, which in turn caused problems with buildings fitting into the current site plan. 2. Altman Development and Cline Davis Architects requested a uniform separation of 47'-0" in all buildings. This was denied, but the City of Sanford / Sanford Fire Department approved the 40`-0" separation previously submitted, provided the breezeway is separated from the rest of the building by 2-hour rated fire walls with "B"-label, self -closing doors to apartment units. The entire building, including breezeways and porches will still be fully sprinklered. 3. Per Dan Florian, permits are issued separately for building, plumbing, mechanical and fire protection. This allows building permits to be pulled prior to submitting engineered sprinkler drawings, if necessary. If you have any further comments or additions to this meeting summary, please let us know within 30 days. cc: All Attendees Gary Wilkerson - Simms Wilkerson Engineering CILIATE DAVIS A N I: 11 1 T F: I: T% P.i 414 W.)ones Street Raleigh. NC 27603 Mr. Dan Florian City of Sanford Department of Community Development P.O. Box 1788 Sanford, FL 32772-1788 32171?22— 117 001 111111IIIIIIIIIIIIIIII IIIIIIIIIIIIIIIII18111IIIIIIIIIIIIIIIIII CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: c ` PERMIT #: q9'13g31P fi BUSINESS NAME: L ! f ADDRESS: PHONE NUMBER: 16 PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM,Z. AMOUNT $ C COMMENTS: '5;6E- Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanfood, Florida. Sanford Fir,)kvention Appricadts Signature r CITY OFFSSA11NFORD ELECTRICAL APPLICCATION PERMIT NO.'cJ`2 DATE: THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING ELECTRICAL WORK:: / , f OWNER'S NAME: BOA f 99A A) &. e ,emr,S'`' ItAl ADDRES& OFFJJOB: aN E' t'E'C1itTCAL CONTRACTOR: % At'RES NON - ES Subject to rules and regulations of the city electrical code: By signing this application I am stating I am in compljWpft44he C,j_#$51illectrical Code Applicant' s Signa l States License# ction / Required 2' ETiiding Minutes 5 Standby mA 130 Total System Alarm mA 1586 Total System Standby A/H 3.12 Total System Alarm A/H 0.1313 Min. A/H Battery Required 3.25 Recommended A/H Battery 4.OAH Device Description 4224 Control Panel 4224 Notification Circuits (2 Max) Auxiliary Devices (list all) Smoke Detector Other jAuxiiiarj Device Totals Notification Appliances (list all) Battery Calculations for Plantation Lakes Bldg Type 3 Quantity of Devices 2 0 01jin Standby mA Per Device Alarm mA Per Device Tot. Device Standby mA Tot. Device Alarm mA 250 0 0 0 0 0 0 0 0 0 0Q 250 1 5 60 5 0 60 0 0 0 0 0- 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 Q Q 01 5 60 1 lvcu nurnioiroDe. Uni-Horn. 4 y 6 N/A N/A 259 40 N/A 1036 N/A 240 0 N/A 0 N/A 0 0 N/A ! 0 N/A 0 Other Notification Appliance Totals 0 Q 10 N/A N/A 0 10 N/A 0 N/A Q N/A 1276. r 6 t) /0 1PI NOTE: 1. TYPICAL OF BUILDING TYPE 3 1 #4 #5 #9 #10 12 #13 #15 2. (2) 12V4AH BATTERIES WILL BE INSTALLED f SK 4224 DescsDevicecriptionn 4224 Control Panel 4224 Notification Circuits (2 Max) Auxiliary Devices (list al Smoke De ec or Other lAuxiliar, Device Totals Notification Appliances (list all 110cd Horn/Strobe. Mini -Horn. Other Notification Appliance Totals Battery Calculations for Plantation Lakes Bldg Type 3 Quantity of Standby mA Alarm mA Tot. Device DevicePer Device Per Device Standby mA 2 0 0 010 1 125 250 125 0 0 0 0 0 0 0 0 0 0 0 ! 0 0 0 0 i 0 0 0 0 0 0 0 Q 125 1 5 60 5 Tot. Device Alarm mA 250 0 0 0 0 0 0 Q 250 60 0 0- p 0 0 0 0 0 0 0 0 0 0 0 0 0 Q Q ! fl 5 60 4 6 N/A N/A 259 40 - N/A 1036 N/A 240 0 f C` N/A N/A N/A 0 0 0 N/A 0 N/A 0 N/A N/A 0 QIQN/A 10 10 j N/A 1276 Summary Section Standby Hrs. Required Alarm Sounding Minutes Total System Standby mA 130 Total System Alarm mA 1586 Total System Standby A/H 3.12 Total System Alarm A/H 0.13 Min. A/H Battery Required 3.25 Recommended A/H Battery 4.OAH NOTE: 1. TYPICAL OF BUILDING TYPE 3 1 #4#5#9#10 12 #13 #15 2. (2) 12V4AH BATTERIES WILL BE INSTALLED I SK 4224 CITY OF SANFORD FIRE DEPARTMENT 300 N. Park Ave. Sanford, FL 32771 407) 302-1091 FAX (407) 330-5677 Plans Review Sheet Date: September 8, 1999 Business Address: 1 100,Plantation Lakes Cr Occ. 18 Business Name: Plantation Lakes Apartments Ph. Contractor: Alert Security (Scott Craven) Ph. 644-8990 Reviewed [ ] Reviewed with comment [X] Rejected [ ] Reviewed by: Bart Wright, Fire Protection Inspector Comment: Fire alarm system for living units is required by LSC 101 ch. 18-3.4 Fire alarm contractor must provide a letter from the electrical engineer of record stating that the fire alarm "shop drawings" substantially comply with the engineered page of the construction drawings. Applicant also stipulates the May 9, 1999 conversation with SFD that: the dBA level is to be 70 at each sleeping area pillow (6-3.5); there is to be one FACP per building; at least one manual pull station on each level. Anv rin» »meet&][',' AtPrj [SntC tfiA.(urpY:lnna inn-hv r1Pfinit;nn NF('VTn1vzt hA-.1;vtar1 fnr A licant Scott CravApplicant, en (per phone conversation 9/7/99), must provide 60 hours of battery stand-by for remote location installation (1-5.2.5), or install the system as local" system, or withdraw application and have parent U.L. listed company apply for permit (1-7.2; 4-3.2) 11 FRcirl ILEIIT I?JIGHT plc 4a3 F•:t75 19??.13-15 1 :19 tt244 F.02/413 Model SK-4224 4-7on . entional fire Panel A flexible, powerful, cost-effective panel for fire protection applications The SK-4224 is a 4-zone 24-volt rcnverttlonal fire ataln; panel ,vi'h a powerfttl feabrrp cel that makes it the most flexible, easy to use fire control panel available. The SK-4224 has a 2.5 amp 24 Vr)(' I)UbVPr apply, rtcrftr.ntrri ahrn and trouble relays, (cur Class B Style B inputs and two 2 5 amp Clim B Stvlp Y outputs. These gar be programmed to ooeiate as two Class A style C inputs with one 2.5 amp Class A Style Z output when (lass A nperation is desired The panel also features an innovative notification expanGion input tl!at allows the SK-4224 to act as a 2.5 amp ADA notification expander! The SK-4224 is o class leadinq control panel that prOvideS a cost effective sclulion to your ire control needs. Model SK-4224 Features 4-Zone Conventional Fire Panel Four Class B Style 8 iritiation zones The Silent Knight SK-4224 (or they can be programmed to be provides class A and F3 operation, twc Class A Style U zen?s) 2.5 arnos of notification power and Two Class 8 Style , power limited dedicated form 'C" alarm and notificallon circuits rileri 2 SA each trouble relays. (or they can b, p-r`gramrred to bP Programmable features for zones include alarm verification and enhanced" verification, that allows pull stations to be recoyrnized instantly on srnob:e verification zones. Zones can also be prcgrammed for zone type (ala(m of supervisory), and water now delay (30, 60, or 90 seconds). Notification appliance circuits can be programmed for silencing or no silence and for ANSI or steady output. The or -board annunciator Is easy to use and provides LED indication Of alarm, supervisory and trouble conditions by zone as well as system status. one Class A Slyle Z circuit) i 5A power -t.rt•Dly Oedichled elBrrn and trpub* relays nuxiiary power or.rtput rale•1 al .5A Nam, verification fealura En'lancerl vorificalicrr fgahuq avows pnnet to instantly recngniie pul slatlons in smoke venflration zones Pl•.lq•in accessory tits m •]aoelRl Corn) art rahrnstl hrv;as up to two 7 o AH battenes No(irrcatiorl AnplianCe circuits progrannrgWe for ANSI or steamy output Or p person \Valk TALt fualure VL 864 listnrl. r.nrnch9r, r:ilh NFPA 72 and ici Model SK-4224 Specifications Prirnmr) AC 2n Vrn1S 'a 60 H2 Crd-r P/N 42i4 3 `)rms SC H7 Order PrN 422411V Tor?I ArCeSer)ry 2 5A tcad u mensions Height' 15 ':8- Width 12 t3/16" Oepth 3 3/8- Cofer Red CIP Swi(ch propranunawe r SILENT No programrnnq SeftwAre or special f KNIGHT lools reouired Approved (or use as an ADA. notification power snppty *3xpon(+rr ZaALARMNDUSTRY RODUCTS FIRE ALARM STATIONS N Non -Coded Pull Lever, Break Glass Type Simple, Positive Operation Single or Double Pole Single Action UL Listed WARNING: These devices will not operate without electrical power. As fires fregojpnlly cause power inler- ruplionS. we suggest you discuss further safeguards with your local fire protection specialist DESCRIPTION AIP Non -Coded Fire Alarm Stations are ruggod, attractive units Ihal are designed for easy and eco- nomical installation All stations (;an be either flush or surface rnounted For flush rnounling- a 4 inch square box with a single gang plaster Cover should be used. For surface mounting a Cat No. A139250 steel box should be ordered FEATURES SPECIFICATIONS Cal. No. A1270 OPO Easily Recognizable — All Stations are painiert in A1170 SPO durable AIP fire red A1270A OP0 Single Action, Break Glass Initialing Slallot A1170A SPO Choice of Field Connections -- Cal No. AI 13:4F11 A139250 series have Screw lerminal; Cal No. A1270A series -- have 6 inch wire leads A1170 GlB Switch Contacts Field Connecliont All Normally Open Screw Term. Wire Leadt Double Pole X IIIQle role x Double role x Single Pole x Steel Box for surlace mou1111np Glass nrplacenlenl nod (D per box) OVERALL DIMENSIONS AND MOUNTING FineALARM PULL .v,•.. IN CASE (I te) OF Fine FINISH anIGHT FInE ALAnm nEO ELECTRICAL CHARACTEMS TICS: OPEN CONTACTS, nATEO ) AMPS AT 125V AC. 0.25 AMPS AT 125V OC. YI- 1'1',•' 1 T_ A1270 sro a A1210A Sro A A1270 Oro A1270A Oro Scnew IEnMINALS) (wlnE LEADS) FLUS14 MOUNTING UNIT FITS I- SO SOX A PLASTEn Coven wiTF1 SINGLE GANG OPENING HAVING AN ovenALL MITI. OErT11 or 2,4- 51) OOVRLE K O S FOR ,S- s Y. CONOVIT TOP t SOT TOM rle DIA III 4-11,11'G. HOLES A130250 STEEL SOX SURFACE MOUNTING OIYENSIONS ANO INS TALLA IIQpN OAF Aron NON-COOEO S I A 110I(441 110 T F 0-nvona v m , .chM1 and Im U.In•grq $Mc.11r.l.0n. 1,Ph1•ct to ch-00 w IP100 nnbr• ALARM INDUSTRY PRODUCTS • 195 FARMINGTON AVENUE • FARMINGTON. CT 06032 COPrRIGItT IPnO AIP_A r41gQ1 11EC-10-'?7 LIED 1c.__ PM A-1brsa=e •_a,:,.jrity 407 629 4099 F. 01 IN41ALLAT1oN AND MAINTENANCE INSTRUCTIONS 2100(A) and 2100T(A) Photoelectronic 10 Smoke Detectors t3peclflcstlons Diameter: 5.5 inches (140 nun) Helght (including mounting bracket): 1.7 inches (43 mm) Weight: S.3 oz. (150 g) Operating Temperature Range: Operating Ifumidily Range - Latching Alarm: Heat Sensor (Model 2100T(A) only) Electrical Ratings System Voltage Maximum Ripple Voltage S9 To W ENS00 A 010si6n of Pittway 3825 Ohio Avenue, St. Charles, Illinois 60174 1-800-SENSOR2, FAX: 6.10 377.6495 Model 2100(A): 32- to 120'F (0° to WC) Model 2100T(A)-32" to 1000F (0° to 39"Q 10% to 93% Relative Humidity, Noncondensing Reset by momewary power Inlerruption 135°F Fixed Temperalure Electronic Thermistor Nominal• 12 or 24 VDC Minimum- R.5 VDC Maximum: 35 VDC 30% of nom. voltage (peak to peak) Start-up Capacitance: 0 02 pF maximum Standby Current: 50 pA maximum Alarm Ratings. 4.2 VDC minimum at 10 mA. 0 6 VDC maximum at 100 mA. Alarm current must be limited to 100 mA maximum by the control panel. if used, the RA400Z(A) Remote Annunclator operates within the specified detector alarm currents.) Reset Voltage: 2.5 VDC minimum Reset Time: 0.3 seconds maximum Start-up Time: 30 seconds maximum (after (70 second reset) Before Installing Please thoroughly read System Sensor manual IS6.407. Guide for Proper Use o/ Systern Smoke Detectors, which pro- vides detailed information on detector spacing, placement, zoning. wiring. and special applications. Copies of this manual are available at no charge from System Sensor. (For installation in Canada, refer to CAN/ULC-SS24•M91, Stan- dard for the Installation of Pfre Alarm Systems, and CF.0 Part 1. sec. 32.) NOTICE: This manual should be left with the owner/user of this equipment. IMPORTANT' This detector must be tested and maintained regularly following NFPA 72 requirements. The detector should be cleaned at least once a year. Qenerol Description Model 2100(A) is a 2-wire photoelectronic smoke detector That uses a state-of-the-art optical sensing chamber. This detector Is designed to provide open area protection and to be Used with compatible UL-listed panels only. Model 2100T(A) features a restorable, built-in, fixed-lemperalure 135°F) thermal detector. installation of these detectors is simplified by the use of a mounting bracket and a plug-in screw lerrninal block that can be prewired to the system, allowing the detector to be easily installed or removed for cleaning. The dete:ctor's sen- siliviiy can be tested in place using the MCg400R Test Module. An LED on the detector provides a local visual in- dication of the detector's siatuA. if power is applied to the detector, and it is functioning normally in slandtry, the sla tits LED blinks every ten seconds. vie LED also latches on in alarm. Models 2)00(A) and 2100T(A) feature a visual. indication that maintenance is required - if the sensing chalhher drifts out of its sensitivity limits, the 1.Fi7 ceases to blink v The delectors also include an output that isllows an optional Model RA4007(A) Remote Annunciilor to be connected. r 0200-54.00 I 156 710417 Integrity Temporal Morn/Strobe SELF -SYNCHRONIZING UL 1971 LISTED STROBE SATISFIES ADA CODE RE-QUIRENIENTS SELF -SYNCHRONIZED TEMPORAL HORN- OUTPUT SELECT FOR TEMPORAL OR STEADY SOUND SELECT FOR Low OR HIGhf dBA WITH TRUE HORN TONE Low CURRENT DRAW FIELD CHANGEABLE LENS MARKINGS IATCHI`iG HORNS 3-GANG BOX MOUNT, UNIVERSAL MOUNTING PLATE SYSTEM OUTDOOR OPTION- Fire alarm homistrobe operates from '4 Vdc and can be seiected "or temporal pattern or steady tone output. The unique microprocessor based horn is completely self -synchronized when set to temporal signal and does not require external synch -control modules..A moveable jumper provides a choice ror high (9" dBA) or low (91 dBA) Output. Tile hornistrobe is listed for indoor and outdoor installations. A -1 AWG terminal block is provided fix connection to signal circuit and all models mount to standard N-orth .American '_-gang elect minimum '-14" (69 moll deep. The plastic front plate has attractive textured finish. The synchronized strobe is suppi i FIRE" (wall orientation) as the standard lens marking. Color - matched surtace boxes, horns, and Other audibleivisible sienals are also available. Horn Current Draw: 40 rnA (high -Output) 17 rnA (low -output) `,Q1 Vdc - Horn/Strobe Output (high setting measured at 10 It.): 102 dBA peak anechoic): 97 dBA (average anechoic); 85 dBA (reverberant)' HORN and STROBE FIRST DEVICE ON SAME CIRCUIT Horn/Strobe To UL ULC Listed Fire Alarm Control H- Panel Signal Circuit "- Note 1 HORN and STROBE _ ON SEPARATE CIRCUIT FIRST DEVICE To UL'ULC Listed - Fire Alarm Control Horn/Strobe Panel Signal Circuit JNote1 _ H- To UL'ULC Listea - Fire Alarm Control + Panel Signal Circuit Hom,Strobe Output (low setting measured at 10 ft.): 96 dBA (peak anechoic): 83 dBA (average anechoic): 76 dBA (reverberant) Sze Notification Appliances - Introduction for %firtone si_nai application and strobe pertormance characteristics and specifications. Cat. Description Number INT-5AT 1 15 cd Temporal HorniStrobe (synch). Red INT-5ATW 15 cd Temporal Horn/Strobe (synch), White INT-7AT ; 15/75 cd Temporal Horn/Strobe (synch), Red INT-7ATW 115/75 cd Temporal Horn/Strobe (synch), White INT-3AT 30 cd Temporal Horn/Strobe (synch), Red INT-3ATW 30 cd Temporal Horn/Strobe (synch), White INT-8AT i 110 cd Temporal Horn/Strobe (synch), Red INT-8ATW j 110 cd Temporal Horn/Strobe (synch), White Horn/Strobe N c_ To Next Device or ECL Resistor To Next Device Horn/Strobe or EOL Resistor N N_ c_ c_ To Next Strobe Device or EOL Resistor Note 1: Polarity of Signal Circuit is shown in supervisory state. Polarity reverses in alarm condition. 48 Integrity Mounting 515 Accessories i i. OI.(w ti'I:\I ('III:I) lO SI(iNi\I S SURF.\ I. 13O\I.S REIRol IT RIN(iS kvl :\II11:1mKOOf HO\I S III -I)Iltl:(,IION;\I. I:It,\i\Ifs INl-SR, -SttW' Surface Ro% - Steel hog Ior svr (air momll'nl: am INseries signal. Use too indoor applications only. IN" 1'-RR, -1412W ReIruliI Ring - Sice I s,lmore ring Ior tut unliII'p arty INl series signal It c\isfing 4" square elechic hox Ilia) air too shilIlow to accept deg ice. Add% ahoul I" depth. t Ise for indoor applicalions only. IN 1'-\ N It,-\1'13\V Wealherproof Box - Casl steel box for soil lace nxrtmting any suitable IN series signal in an outdoor application INT BDF, - BDFNV Bi-diree ional 11ouniing Frame - Steel Inounling Iaame allows Iwo IN I- series signals to he installed hav:F to -back. Ideal lix long corridor applicalions. I4rr indoor rise only. INT-RR i INT- BDF v 5 5' 5 TS" to I• I e zs" 5 rs. Cat. Number Description INT-SB Surface Box - indoor, Red Surface Box - indoor, White INT-SBWINT-RR Retrofit Ring_ Red Retrofit Ring • While INT-RRWINT-WB Weatherproof Box - surface, Red INT-WBW Weatherproof 6bx,- surface, White INT-BDF Bi-directional Mou t lilt g Frame - Red _ INT-BDFW Bi-directional Mountie Frame - While 43 4(mm>INSTALLATION INSTRUCTIONS FOR THE 6310 SERIES OF ELECTRONIC SIGNALS WARNING: Installation is to be done by qualified polsonnel who have thoroughly read and understood this installation sheet and the accompanying General Product_ Warning a_n_d_Limitations Document _#544111. SPECIFICATIONS AUDIBLE APPLIANCE: I_isted Voltage Range 20-31 VDC or VFWR Signal Type: Steady or Temporal/Selectable Cmrrmf 15 mA 0 24 VDC A VFWR SPL. P 24VDC at Won axis 92d13 sfeady m Ir•nlpm"ll 10 25 mA 20-31 VDC UL reverberant room raring: 83dR at 10' 20Vt:)C steady, 79 lift lompoml Units for indoor use only (0"C-49'C) 84dB at 10' 24VDC steady, 83 M3 tr_rnpmal See visual specifications for strobe currents & intensities on page 4. 6310 MINI -HORN (Fig. 1) r 2) (3 V r I 1%1 1. Configure horn for femporal or steady Inns see fig. 4A) 2. Connect wiring (see fig 4) 3 Mount the Mini -Horn to the single yang box i ' i `y`Ea Fig. 1 (6310) with the two # 6-32x1-3/4" screws r 4. Test unit for proper operation 6311 MINI -HORN (Fig. 2) 1 Configure born for lempoml m steady Inne see fig. 5A) 1 I ,;n sCl p.•.'C 2. Pull the wires from the gullet box through the large opening in the adapler plate. '•,.' 3. Mount the adapler plate to the electrical box l using the appropriate screws provided. Making ((( sure that the adapler plate is mounted in the (2) 8 12 x F. OR ± (I I upright position. (Note: When rising a single OR gang oullel box make sure to use the hotel sir L labelled "single gang') 4 Connect wiring (see fig. 5). 5 Mount the grille on to the adapler plate by first I a I \ enqaging the Iwo slots in the bottom of the (little + Fig. 2 (6311) with file Iwo tabs in the bollom of the adapf`'r 6. Test unit for proper operation. 6312 MINI-HORN/STROBE (Fig. 3) 1. Configure horn for temporal or steady lone 1 see fig. 6A or fig. 7A.) (4) ri ?2 x s n 2. Pull the wires from the outlet box through Ibe I screws large opening in the adapler plate. 3. Mount the adapter plate to the electrical box s;n. using the appropriate screws provided. Making sure that the adapler plate is nlounfed in the upright position. (Note: When a sin(I a single gang outlet box make sure file use the X 9 gang".) holes labelled "single , anc ".) nr, Y I I;;' I 12.. , OR 4. Configure and wire the 6312 for either single circuit or split mini-horn/strobe operation r strew, see fig.6 or fig. 7). (Note: Split operation requires two separate notification circuits.) I r 5. Mount the grille on to the adapter plate by first engaging file, two slots in the. bottom of file grille I F ® Fig. 3 1 6312 with the two tabs in the bottom of the adapler plate. Then use the # 6x 1-112' self tapping screw to attach the, grille, to file adapler plalo 6. Test unil or proper operation NOTE: UNITS TO BE ONLY INSTALLED IN A(:(;(MI)ANCE WIT I I IF; NATIONAL F'_I_F(,TRICAI. CODE AND LOCAL ELECTRICAL CODES DO NOT LOOP WIRE, CU1 WIRE RUN 10 PROVIDE ELECTRICAL. SUPERVISION Tefnlillals ale designed In ;I(:r.elll no Iniger III;uf 12 (1.1 wife WIRING DIAGRAM WHEN 6312 STROBE AND ELECTRONIC AUDIBLE SIGNAL ARE CONNECTED TO SAME. NOTIFICATION APPLIANCE CK T. Otl-TFMrIORAI I FAVF 11!MrFRS It OFr-STFAOY I'I AI'r (`)IR(IFIF At11) Al II)Inl F ':I(;tIAI ARF I( 1 "I'f RAIF ritl rIIF I,:n I. IF I nr,.Ir. t lnc tllf Fig. GAL j -- I - . II ,11 1 S tt ITompotalelerintlump, f (u W OrF Wllr-tJ';I Ir-CIIII(: TFMPORAl PA I I r RN. I I Ir I IORN MI I I it r( )V r I?i I O iFROMANON1`111 SUIT; t)())IFI(;AN()I,f AI•r1IANf:I ; CIn(:UII rR(IMCJifIIROI PAr11 l il1 114VIIH11-:Iif\/1(A ALARM I'OI A I ? I I v';I I( IVlrI 0. NO f If II: !A I IU1I Al'1'f IAI It l ( 1' 1 I" rIt- l IIr.., If I- , If) r n I rl( IIf Ii?)fir ',.Pv1 I fir I) flflrl,IF11 1 ( I A if(it) f'I11':Irrt: if, I II 11'A 111 `fl AI'ri )At I( r I'1, r rIOIF WIIrIJAtINI)tF SI11WA1 Arll) :IR)Fit INPI (:tlfltlf I.IfII III':ARdI If, IIItIt AII(IfIAf'rlt!\l11 r' IPI IIII (.IlnnrrII RATIN( ! S (;r)PAnItIAII(IN I)r AtIUIf11 F "I(;rlAI AlHI II), ilil ( tIIIIIr III mom WIRING DIAGRAM WHEN 6312 STRORF AND ELECTRONIC AUDIBLE SIGNAL ARE CONNECTED TO TWO SEPARATE NOTIFICATION APPLIANCE CKTS. r) rl- I rMrORAI Off- SrFAOY I11 111t?I'f r?': O1101111 r ':!1:r)At At It Slft(Ifir* I r(,c, J-r'Allnlf' t. IR illl.':l k— l" 11-17 fir h rig. 7A NFS"_ L... 1' ampolal Selector ,funry,Ar t) I _ _ tw IF TV IQ'_.. NOTE Wl IFfJ Sr.l Fc I ING ; ; 0 r r !I • 11 rf , TEMPORAL- rATTFR6. 11Ir- I IORN MUS r RF rOWf RrN ' ' I FROM Will rill Slfl(; W-) TIFICA f I)I I APPI IAN(A CIRCUI r FROM con I ROI- PAN[ I (,I? mrviotm I)rv1(:r AI. ARM rOl ARI l Y SI IOWti S1 ROE 140TIFICATION APP[ IANCF CR I > AUOIPI. ENOTIFICAIIOrJArrl.IAN(:F(:1(r I> — Fi( j. 7 t" rir> f tlr-i;1i r- nh r .z,. I tIOrF SIRQRF flrlflfl('A111itl ArrlIANc; r_';IlT rni!';I cI!i IYA r. nrISIANT VOLInr;F (rlr)W rill srrrr:i 14 4:11 PT V I'AI ',I I I If ;I (it I'w)r I'UWEIi LIMITED I:IIiE PROTECTIVE- SIGNALING CABLE MULTIPLE' CUNUUCTUH UNSINE WED- M ------ GABLED & JAGRETEU M. Listed NEGP •I•yli1,- HIM 110MINAI 11t)1.1I1In1. AInI.O(; 1,11M(.tl:ItOI- Irr`;11(1111011 I,,CKI:•I 111r.111IAI I'(Ilifll'';I'lli I.'r:;•:.I'1' If(). COrrl) WIMV; nwr';li.l' Illlla:rll','• 1111(:I;rlf•.`.;:; L IIll 11,;': Inn) 1111 1 1.'r I'.n r 1 ( Ir r 11 II) Ills 1% I.I ll Il nl 11111 111' 1l'• I If li. s,I 1 • i i( A II1 11111 111' 11 1 I JIMIJ 11; I II) 1i 1) J 1 .. r•r ;( A II1 111 ' r()I II I1111 111 r I/.Ir Ir l i1 I It .;()1 11) 1' 1:., Ili::( JI III tl I11 111'• 11 1 i r 1111) nl'r 1: I I to 11! IIt ;;(A III 1111 I11'r r!! 1 I;• ( I AII I I111 III'• Vll r'1 I'I'I rllltJ t i llt`;OI•II) 110 II`, I1: II'r 1! II n., io.I m out) I111 16 01.11,) 11.') t''• I I.1 :; 11 II) 11 1 111'r Iq% 1•. i(I nn WrOjill . A1111 Ihi : 1•:11:11ru1 alr r^tiul lr: nnly. NOTES F:( 1aIIl1111 ti'/ irr•`7 c nl,lr• Copper Uliddilly Min Products U TypqjHHNIT600 V661 YO; IEG"Atticlo, ]PI:1 PIO( ItIct ColiqtImliow CmWiiclor: Ct, r, n ,, - an I , - .,I I r o; , t'l n 1 t. r r :Of, o,- '(, COOR mr.. pig'. 'I4ICK!I0;r 1 00. (11- lwrMull la ijfo)m;:n rOUFA (,nnri Avint lfriiwlt r. 1, IIAII qI ($,III m (rp I A 4t !k4r 1 4,14 mo,1 10 elc90J 2014 3'jI 1C 26012II i n I 24014 I-C 2. 11 14 I q 212. 1 P. 1 11 12, '1 .1 IP In i I, ,i I I MOO i 2 50— m— 1 3 A r, 261)04 25 2 All If II lot I l I 25001 1 1 00, 17 . 11 26110 212!0 4 0 0 28410 I P, 1 w), 1-2. I:? 410 it) It 27250 27700 It 21350 loll 27600 o It 27 ONJ At Wl OR r• "I " I COO cri on 2 n-f A 55 11 If Of f I R VIVE UL USA Iry vvf, Ir (,If. 10)"I It low)'I JUV13 ; 9f-j "'Cr; 17 ON-1 raE fitmon *irvin( u, I,, i\),Y I I t i f E I I of I p I Ij. If I I jk%'t 3 47 - G it fill 1; 10 '11" 1 1¢lw() C'IL 1, .1 A 0Ij _tfo 17 I it I I v.w I `.i iv-i (I it) r,,.!,) volt iF n! ,I A'![) (-!I n[ -Z' IA' I 1 11 C P)t I If IC .\III f, '11 cr I Irr 1 .11 No'/- I I or n, Iq Ila, '110 0 A 41 1 pill" f. r., ... ... I A rn PI Ic'- 1, ),- jo•n if 1.1 It it 1 1) it 1 p, n A ',,! I I rn, V to e (7 _q 41"n no ll I I: I If, 1`11 (1-A 20, too 2 2c"lil 0 i of Sanford, filoC; rld Building Department d P.O. Box 1788 - 32772-1788 Telephone (407) 330-5656 Fax (407) 330-5677 Decen;ber 23, 1998 Altman Development Corporation John Goodfellow, Vice President Construction 2201 Corporate Bl., NW Suite 200 Boca Raton, Florida 33431 RE: Plantation Lakes Apartments Permit Dear Mr. Goodfellow: Permits for the Plantation Lakes Apartments were applied for with the City of Sanford on October 14, 1998. Plan review process has been completed and approved, and once all fees are paid in full, permits will be issued. Please contact me at 407-330-5660 if you have any questions. Sincerely, Dan M. Florian Acting Building Official DMF/ar The Friendly City" DES-22-98 09:39 AM ALTMAN DEVELOPMENT 7045415891 P.01 ALTMAN DEVELOPMLNT CORPORATION E'acsimife Tunsmittaf 70 Tax 4a 7 i 'V,5o <b 77 oate. a !t7 lrlo 96S7 CC. Urgent Tor Qrviav as# Comm nt • a*aee aWr a*ase wicyre Comments.. A Ice IR •. s 16- - v^I----7h— ft ffrLt" tqej pfccm3c42 2201 Corporate Blvd. N.`V., Suite 200. Boca Ratun. Florida 33431 (561) 997.8661 Fax (561) 997-8706 DEC-22-98 09:40 AM ALTMAN DEVELOPMENT 7045415881 P.02 SAMPLE LETTER) City Of Sanford Department of Community Development POD 1788 Sanford Florida 32772 Altman Development Corporation John Goodfellow, Vice President Construction. 220I Corporate Blvd. NW Suite 200 Boca Raton. Florida 33431 Re; Plantation Lakes Apartments Pe mit. Dear Mr. Goodfellow. Pcrmits for the Plantation Lakes Apartments were applied for with the City of Sanford on October 14, 1998. Plan review process has been completed and approved, and once all fees are paid in full, permits will be issued. Please contact me at 407-330 5657 if you have any questions. Dan M. Florian Deputy Building Official. Re-o-CF/q-y, AA P, i IDA 0 Certificate Of Occupancy Addendum Owner: Address: 1000 Plantation Lakes Circle - Clubhouse only Date: 1/13/00 Reason for Disapproval: none. Conditional Approval 1. Address numbers are to be installed such that they can be read from the street. 2. Please move the temporary fencing on the west side of the parking lot such that the handicapped space in within the parking lot open to the public. 3. ROW is to be sodded. 4. Landscaping is to be completed per approved plans. 5. Driveway is to receive another lift of asphalt - this pavement and final striping will be re -inspected with the 1" apartment building final inspection. 6. The inspection of the stormwater system will be deferred until the final inspection of the I" apartment building. 7. Temporary arrangements are to be made for collection of solid waste until trash compactor is completed - must be complete by C.O. of 1" apartment building. Items 1 through 4 to be completed within two weeks of the clubhouse C.O. Items 5 through 7 to be completed & C.O.'d with 1" apartment building. F:\SHA_ENG\Development Review\6Post Approval\Certificate of occupancy\1000.Plantation Lakes.clubhouse.co.wpd Owner: Address: Date: Certificate Of Occupancy Addendum 1000 Plantation Lakes Circle - Clubhouse only 1/07/00 Reason for Disapproval: Need Seminole County acceptance of right of way improvements. A Conditional Approval y .,. -' '•-' P ''tJ`- c. u- 1. Address numbers are to be installed such that they can be read from the street. 2. Please move the temporary fencing on the west side of the parking lot such that the handicapped space in within the parking lot open to the public. 3. ROW is to be sodded. 4. Landscaping is to be completed per approved plans. 5. Driveway is to receive another lift of asphalt - this pavement and final striping will be re -inspected with the 1" apartment building final inspection. 6. The inspection of the stormwater system will be deferred until the final inspection of the Is' apartment building. 7. Temporary arrangements are to be made for collection of solid waste until trash compactor is completed - must be complete by C.O. of Is' apartment building. Items I through 4 to be completed within two weeks of the clubhouse C.O. Items 5 through 7 to be completed & C.O.'d with ls' apartment building. 29W rr"U'Al. FASHA_ENG\Development Review%Post Approval\Certificate of occupancy\1000.Plantation Lakes.clubhouse.co.wpd CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW RESIDENTIAL/MULTI-FAMILY BUILDING -- ri DATE: l2. 4 kv! ADDRESS: CONTRACTOR/PROJECT NAME: The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the BuildingDept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Public Works:_ Utilities/Cross Connection: 2,0oU zlzalg9 CERTIFICATE OF OCCUPANCY REQUEST FOR FINAL INSPECTION NEW RESIDENTIAL/MULTI-FAMILY BUILDING**** DATE: lz If. Iq ADDRESS: CONTRACTOR/PROJECT NAME: IJCG The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the BuildingDept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. l Engineering: / - Public Works: Utilities/Cross Connection: AlcloollialoyAll • • ': :ol OWNER: 6 c c ADDRESS: % Cc:c PC/}K7., 7«•v C::. DATE: Ills/r i REASON FOR DISAPPROVAL:_ i) PQc,I''C'T N°'7 6c,'5FCr7!1 v L%1}7l/ .S Cc. rZ CONDITIONAL AGREEMENT: G ti f r 4 C c: /}-` t S a wc-n AXIAl N.• •T to =`•'1 v .v ?t L /C r^ C6s S Yls7!r'I ct- Ch L2 FIRE DEPARTMENT UTILITIES PUBLIC WORKS ENGINEERING d CERTIFICATE OF OCCUPANCY. REQUEST'FOR FINAL INSPECTION NEW RESIDENTIAL/APARTMENT BUILDING**** DATE: ZIP ADDRESS: 000 P C - CONTRACTOR/PROJECT NAME: I CC The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Fire Department: Public Works: Zoning Department: Utilities/Cross Connection: 21eat ReteNed tzlTo Uriliq Mspecra INITIALS DATE U Lo 1\ a 1LAS 1 .C)O 47- jf6A49 Utility Inspectors Final ---------- ap - FDEP Clearance - Water---------- Vkdk FDEP Clearance - Sewer __-------- Pk -t45 City Services Eosernerds---------- Mointenow Bond ( 10% - 20---------- oft-------------------- ---------- OWNER: Q C c ADDRESS: /oQc- Pc}77 7,. C/ K s C; , . DATE: ll s/fi REASON FOR DISAPPROVAL: i PrPc'=•` Nc'z G.hPc!7 GirAn-)1-C^_ l,201`7 %Qi/.) v -SCc:.:,I CONDITIONAL AGREEMENT: FIRE DEPARTMENT PUBLIC WORKS UTILITIES ENGINEERING uept. I o sign on on the u.u. or suamlt an aaaenaum It It nas been denied. Your prompt attention will be appreciated. Thank you. Engineering: Public Works: Fire Department: Zoning Department: C<:?./C.C: C ll:i(.l•Si, l t'i;:.i' lid Utilities/Cross Connection: cat Received L.,/?? v_To Utility Inspect INITIALS Dl•,i Utility Inspector's Final a Iys1.C)0 FDEP Clearance - Water ---- ----- ---- ----- FDEP Clearance -Sewer ____________________ 5(ISM City Services Easements -------------------- Mointenona Bond t10% - 20 -------------------- I W` - 2- 1 / ff CERTIFICATE OF OCCUPANCY. REQUEST' FOR FINAL INSPECTION NEW RESIDENTIAL/APARTMENT BUILDING**** DATE: l tv I`1 ADDRESS: CONTRACTOR/PROJECT NAME: t)cC— The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention-w&be_appre_c'ated. Thank you. rc'm4_1 Engineering: Public Works: Utilities/Cross Connection: k l Iro/vs Fire Department: Zoning Department: Clul hous2 CERTIFICATE OF OCCUPANCY REQUES-7 FOR FINAL INSPECTION NEW RESIDENTIAL/APARTMENT BUILDING**** DATE: ADDRESS: CONTRACTOR/PROJECT NAME: b cc — G Y The Building Dept. Has prepared a certificate of occupancy for the above location and is requesting a final inspection by your department. After your inspection, please contact the Building Dept. To sign off on the C.O. or submit an addendum if it has been denied. Your prompt attention will be appreciated. Thank you. Engineering: Public Works: Utilities/Cross Connection: 4f"z' ^,,( j z-/ I/ ey 9 Fire Department: Zoning Department: CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE #: 407-302-1091 DATE: 411fll / PERMIT BUSINESS NAME:`TL/N%/V GX-S ADDRESS: _lD /T G/l - PHONE NUMBER: ( PLANS REVIEW TENT PERMIT BURN PERMIT REINSPECTION TANK PERMIT FIRE SYSTEM AMOUNT $ gOMMENTS: w Fees must be paid to Sanford Building Department, 300 N. Park Avenue, Sanford, Florida. Phone # 330-5656. Proof of payment must be made to Sanford Fire Prevention before any further services can take place. I certify that the above information isoytrueandcorrectandthatIwillcomply nwith all applicable codes and ordinances s of the City of Sanford, Florida. anford Fire Pr6enC4-n'--- :."- 4 pl'is", -Si nature CITY OF SANFORD, FLORIDA APPLICATION FOR BUILDING P RMIT i PERMIT ADDRESS PERMIT rru S NUMBER q' Total Contract Price of Job $16,400.00 Total Sq. Ft. N/A Describe Work Project Entry Waii and Uolumns6s-) 35' 41 Acr- S'" Type of Construction Concrete block w/stucco finish Flood Prone (YES) (NO) Number of Stories 1 Number of Dwellings N/A Zoning Occupancy: Residential N/A Commercial N/A Industrial N/A LEGAL DESCRIPTION (please attach printout from Seminole County) TAX I.D. NUMBER 32-19-30-300-0110-0000 OWNER Plantation Lakes, Ltd. ADDRESS 2201 Corporate Boulevard, NW, Suite 200 CITY Boca Raton STATE FL TITLE HOLDER.(IF OTHER ADDRESS CITY BONDING COMPANY ADDRESS CITY N/A THAN OWNER) SAME AS OWNER STATE STATE PHONE NUMBER 561 997-8661 zip 33431 ZIP ZIP w ARCHITECT Landscape Dynamics, Inc. - Randall Buchanan ADDRESS Oft6 Ftsa3165 McCrory Place, Suite 101, The Saratoga Building CITY Orlando STATE FL ZIP 3,- 32803 MORTGAGE LENDER Comerica Bank, N.A. ADDRESS Detroit Center, 500 Woodward Avenue, 7th Floor CITY Detroit STATE MI ZIP 48226 CONTRACTOR DCC Constructors, Inc. PHONE NUMBER 407 834-3300 ADDRESS 355 South County Road 427 ST. LICENSE NUMBER CITY Longwood STATE FL ZIP 32750 Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED ON THE JOB SITE WITH PERMITS NO LATER THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR THE IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. F O a U 7 10 O N a o ACCEPTANCE OF PERMIT IS VERIFICATION THAT I WILL THE REQUIREMENTS OF FLORIDA LIEN LAW, FS713. 11NT TI N LAKES, LTD. By: man v ment Corp., Ge rtner a C• a 3 O E X c e Z + c o 4 o to rn Iu J N a o 0) Z 0- 1- THE 00NER OANTHE PROPERTY OF Mr* **Mr Mr*********** H 'C Z b M rt I / m to a o M 7lignat'llre 01 Owner/Agent S g at re of fnft ctor & Date o n < Z Type Print Contractor's Name o 0) 7 tD Signature of Notary & D te•-'" e%}111r'MBI_FY a er NOTA Y ruf _IC, TAT OF FLORIDA UIMI My Commission CC769000 U1lZ c 1{ 1ar J'`'` IVIIJJIUI --FFlExpiresSeptember8, 2002 EX S VI n 4., Application Approved BY: Date: / FEES: Building b.o-n Ra n Police F fre Open Space Road Impact Application lo.0-0 PERMIT VALIDATION: CHECK C.,SH DATE `Zq BY ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN) THIS APPLICATION USED FOR WORK VALUED $2500.00 OR MORE John R. Goodfellow. Virp PrPS Cnnstr T or Print Print Own r/Agent Name Ct gnature of Notary & Dat y/7 R9C/ (Official Seal) Joelle SCh f 1b W 9